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HomeMy WebLinkAboutBuilding PlansTERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA INDEX OF DRAWINGS R31s.1 CAST IN PLACE CONCRETE TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, CODE CRITERIA SHT NO: TITLE 0 00 0R 0THER APPVED METH RO OOSOFTERM ALL WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FI, AND FOR 2 STORY HOME IS 3OFT ASCE 7-16 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT ` 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA O O (+) 27.6 (+) 27.6 10 (-) 29.9 (-) 37.0 +} 26.5 (+) 26.5 20 (_) ��28.8 (-) 34.4 O 50 (.) 27A O 31.1 Q 23A (+) 23.4 100 0 26.7 O 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x 7'-0" 16'-0" x 7'-O" O 51.3 (+} 24.3 23.3 GENERAL PRESSURE NOTES NOTES: I. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY W/IN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 3.1 FOUNDATION DETAILS 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS S-4 DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS M-1 HVAC " -J : tao `s OF ��o�p •. OR o « S I 1 nitw►►► . U- m u N _ a N � 41 gsw�Sl iO go r- y * zw w 5 N el o a � �. d ad a a � NSETRUCTIONS. IBLE FLASHING METALSHALL FLASHING SHALL BE CORROSIONSHINGLE-FASHION RESIIN ACCORDANCE WITH IRE STANT. FLUIID-APPLI D. MEMBRAII USED AS FLASHING TOP CHORD DL 10 (PSq - L : I .3'-M5 W a SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL ftASHING SHALL BE APPLIED PRE ENGINEERED WOOD TRUSSES BOTTOM CHORD LL 0 (PSF) SEE FLOOR PLAN FOR ACTUAL PRESSURES g a l W IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATI®N OF WATER TO THE BOTTOM CHORD DL 5 (PSF) LL ® a 3 BUILDING STRUCTURAL FRAMING COMPONENTS 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER g� o o SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL ]EXTERIOR FENESTRATION STRUCTURAL PLAN PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A BE COMPLYING WITH AAMA 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS SPECIAL FLOOR LOADI N G H lu & o 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION: w a a 8 W m m < C1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO GAME ROOM 60 (PSF) COMMMENTS: erg= ? N 6 8 J a r MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714: THE FLASHING SHALL EXTEND WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. BALCONIES/ DECKS 40 (PSF) g � 6 2 N 6 0 U tVA TO THE SURFACE OF THE EXTERIOR WALL FINISH. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. BALCONIES OVER 100 SQ:FT 100 (PSF) g g, 5g APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY LIGHT STORAGE 125 (PSF) B VAWY saaG.c0M • EXTERIOR WINDOW/DOOR OPENINGS. THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME WALLS. 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. LIBRARIES 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. READING ROOMS 60 (PSF) (9 • UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. _ STACK ROOMS 150 (PSF) Z • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, - o • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED GUARD RAIL 0 HANDRAILS (d) 200 (PSF) Z N g CONSTRUCTION. AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. GUARD RAILS IN FILL COMP. (0 50 (PSF) Q • AT WALL AND ROOF INTERSECTION. S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) 3 .5 • AT BUILT-IN GUTTERS. SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 (PSF) a STAIRS 40 (PSF) - ro UPLIFT CONNECTORS FOOT NOTEs w M d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG - 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED THE TOP. Q) h JL TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD 0 $ (D NOT -NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR I. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A m MORE INFO. HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. No wow FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: I. MISSED "1" BOLTS FOR WOOD BEARING WALLS MAY BE UBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. It Is the Intent of Designer/Engineer listed In the tltleblock of these w r a $ ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN.HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. documents that these documents be accurate, providing Licensed '- PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals clear information. Every attempt has been made to ® _ r= 0 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OFTHE OMITTED REBAR AND INSTALL A 32" LONG #5 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error. The Builder and all subcontractors are required to T. c " THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT PDXY.(SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE) MIXED PER THE MFGR'S 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE review all the information contained in these documents, prior to ,.! a C. o14410 INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 7TH EDITION (2020) RESIDENTIAL. the commencement of any work. The Designer/Engineer are not PRIOR TO APPLYING THE DURING BOND BEAM POALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY CONTROL OF CONSTRUCTION SITE: undetected and n responsible for any plan smisinterpretations gr reported the Designer / Engineeprio POUR. dtto DAM HOMES 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 V RT. IN CONIC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. construction. All construction MUST be in accordance to the TO FOOTING). KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE information found in these documents. Any questions regarding the 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4)'A"x 21A" TITENS TO CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE information found in these plans should be directed to our Quality FLORIDA CONTRACTORS LICENSE NO. CRC1330146 MASONRY AND (7)-SOd NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LBS (USE (2) WSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE Assurance Manager immediately. No backcharges will be considered CONTRACTOR TO INSTALL. 2 SIMPSON HGAM1 W 4 1 4" x 11 2" SOS SCREWS AND 5 1 4" x 2 1 4" TITENS ONE EACH SIDE OF TRUSS. TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER for reimbursement eDesigner/Engineer without advanced 3000 GULFBREEZE PARKWAY MISSED O / O / / O / / nt by PERIL OR CONDITION, AT ANYTIME, EXPRESSLY INCLUDING, BUT NOT LIMITED T0, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OFTHE PROJECT, OR AFTER notification and approval by the Designer/Engineer. GULFBREEZE, FLORIDA 32563 NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR N MORE THAN 31N A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE CONSTRUCTION. AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON. Payments will be made In accordance to the terms of the agreement MISSED,_ CONTACT THE FOR FOR SUBSTITUTION. DIVISION LOCATION: CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. ,i (/ L 35 PORT ST. LUCI E 5. TF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED R 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. V1 Job Information: 16d x 24/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMSEDMENTAND MIN 3" EDGE DISTANCE. CONTACT !� FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. .>;���. CC PLIANt .;1 MASTER REVISIONS M- �L. CIE COUNII DATE DESCRIPTION0 z( Z 0 3 C ii I AMS HOMES '//�� ..o iiiiIiiiiiiiiiiiiiiiIOf Northwest Florida® M M CN ems, m o W z M eL ® 0JLLJZD SO _I m (n Cn 0, V Model Name / Number: 000 GULFB EEZE PARKWAY Ct ULFBRE ZE, FLORMA 32563 2265 Plan Issue Date: Tuesday, February 2, 2021 V KA PROJECT NUMBER: MODEL 21-121l3� Sheet: i Of: _____ COVER SHEET (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. GREINF. GRADE SEE PLAN r : �� •* co J Z_ ) N � • :. - '' 16" (. (2) #5 (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. �t 8�" OPTIONAL CURB FOR I 'r F.F. VARIES MASONRY Q ELEV. 0'-0- „'- ' - - — W/ (1) - #5 BAR CONIT. �, •':'`� REINF. N ) 2 STORY: 20" X 20" W/ (3) - #5 CONT. SEE PLAN • (2) # 5 REBAR BEARING 1 41 - FM01 I SINGLE STORY FTG 1/2"=1'-0" 1 FM02 SECTION @ GARAGE 1/2"=V-O" REINF. SEE PLAN F F cD , #5 REBAR FM03 I THICKENED EDGE 11/2"=1'-0" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR 2x BRG. WALL REFERENCE FMASW FOR STEM WALL OPTION (SEE FLOOR PLAN FOR MORE INFORMATION) PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE OF GARAGE DOOR. EXTEND 6" BEYOND F.O.M. EACH END, TYP. GAR. FIN. FLR. ALIGN DRIVE W/ BOTTOM OF RECESS &PITCH DRIVE cO•I ' 2 STORYi 20". X 20" (2) #5 REBAR 4" CONIC. DRIVE W/ 1/2" EXP W/ (3) • #5 CONT. 2 STORY: 20" X 20" JOINTS 10" O.C. TYP. 16" (2) #5 REBAR W 3 - #5 CONT. FM09 I SECTION @ GAR. DOOR 1n"=1'-0" FM10 INTERIOR BRG WALL 2x BRG, WALL 2 STORY: 20" X 20" (SEE FLOOR PLAN W 3 • #5 CONT. FOR MORE INFORMATION) Ii� =i11= �'d P ® �• .. REBAR 1/2" = 1'-0" SEE PLAN = 1'-0" 1/2" = V-0" =1 OPTIONAL CURB SLOPED GROUT OR MASONRY AT TO DRAIN 4"x 4"x.16"SEE PLAN ELEV. 0'-0" WITH CURB y TYP. SEC: (1) #5 BAR CONT. �� O � (G.C. VERIFY) oD � I i zE �" e� F.F. REINF. 2 iO (SEE PLAN) d L2#5CONT. INSTALL LINING T MATERIALS PER �` k ' w y e, 2 #5 BENT BARS W/ y MIN. 25" LAP SPLICE FBOR P2709.2 MUDDED FLR. 16" SLOPED TO DRAIN MIN. #5 CONT. FM14 I SECTION @ RECESS SHOWER 1 1/2"='-o" FM18 TYP. STEP FTG. DETAIL 1:/2°=1-0" ALTERNATE: THE REINF. BARS SHALL BE CONTINUOUS AROUND CORj - #5 CONT REINF. GRADE REINF. SEE PLAN BY COLD BENDING THE BAR SEE FND. FOR MIN. BAR LAP OF 25' QUANTITY :: a. #5 X 25" X 25" CORNER BAR ONE o a "' ,'.. ".: ,.VED Fts�:::. FOR EA. HORIZ. . REBAR, TYP. U.N.O.�i J,41 k5 REBAR +..; A/C CHASE 4" PVC SLEEVE 2 STORY: 2E0" X i0 THRU FOOTING W/(3) - #5 CONT. FM19 TYP. CORNER BAR DETAIL FM23 TYP. FND PENETRATION 1/2"=r-0' STEMWALL SCHEDULE STEMWALL HEIGHT (h) FOOTING DIMENSION NUMBER/SIZE OF BARS LAT. MAXIMUM F.C. SPACING (D.C.) IN STEM WALL d 1 STORY d 2 STORY b 1 STORY b 2 STORY 0'.0"-2'-0" 8" 10. 1.6" 20" W/ (2) #5 BARS <674# 6•g" >2'-0"3'4" 10" 10" 20" 24" W/(3)#5 BARS 674# 5'.4" >3'-4" - 4'-0" 12" 12" - 32" 32"-. W/ (4) #5 BARS 845# 4'-0" >4'-0" - 5'-4" 10. 16" 48" 48„ W/ (5) #5 BARS CONT. 8, #5 @ 18" O.C. TRANSV. 1162# 2'-8" SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL A I/1TC Q. SEE CHART ABV. 44AX. F.C. SPACING (D.C.) W.W.M. TO BE TIED TO #5 OONT. REBAR (1) #5. HORIZ. CONT. TIED 1 EA. VERTICAL REINF. BAR - #4 TURN BAR 0 STEM WALLS GREATER THAN 4'-0 (1) #5 HORIZ. CONT, 11ED I EA. VERTICAL REINF. B RN GRADE, 8" MIN. _ TO TOP OF STRIP FIG. COMPACTED CLEAN FILL IN MAX 12' LIFTS STRIP FTG. W/ QTY OF REINF. PER SCHEDULE (3 SHOWN COVER FMASW I STEM WALL SCHEDULE FILE COPY 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND WALL WHEN STEM WALL EXCEEDS 4'-0" FIBERMESH CAN NOT BE USED AND. NERT. F.C. ABV. FDN. #4 TURN BARS ARE REQUIRED @ EACH FILLED CELL LOCATION. EACH BAR TO PER PLAN SPACING TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM EE NOTE 3.IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO #B CONSTRUCTION FOR MORE INFORMATION 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK FILLING IS TAKING PLACE 'c 5.45 HORIZONTAL CORNER BARS WITH 4"-0" LEGS IN KNOCKOUT BLOCK @ 16" O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0". s^ h " TALL (TYPICAL ALL CORNERS) C 6.IF STEMWALL IS WITH IN 5'* OF POOL OR WATER FEATURE FOUNDATIONS 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. 8.R403.1.4 MINIMUM DEPTH, UTERIOR FOOTINGS SHALL BE PLACED NOT LESS "SEE NOTE 5 THAN 12 INCHES (305 MM) BELOW THE FINISHED GRADE OF GROUND SURFACE. ' WHERE APPLICABLE, THE DEPTH OF FOOTINGS SHALL ALSO CONFORM TO SECTIONS R403.1.4.1 THROUGH R403.1.4.2. 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0' TALL NTS OD 0 — LO m (pm4g8 a a Q LL m w y Zs�S o g z � III WrPi�m� ¢ o � D z V T" W W RDSENG.COM ❑ ❑ ❑ z_ Z N Z a ; J N a 10 z V) U m u Ln� Of U mNE 1JJ L O i�J C WN 5 A a (V A. A PTA-.■■!i LJAY■! FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: N� O a Z 0 m W0 M N Y 3 N W U 3 a� Q Lu Z) L o 01 LL. JmU)Ui Model Name / Number: 2265 Plan Issue Date: Tuesday, February 2, 2021 KA PROJECT NUMBER: 21-1218 Sheet: p Of: ■ FOUNDATION DETAILS LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 2,277 x 3 = 6,831 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 1 400 GEN UGHT'G & RECEPT. +APP. CIR. = 35,381 SUBTRACT 100 % OF FIRST 10,000 -10,000 A= 25,381 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP) 10,000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS @ 100% = 10,000 + 40% OF "A" = LAO x 25,381)=10,152 + 100% OF "B" = (20,000) = 20,000 TOTAL WATTAGE=40,152 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 167 VERIFY COMP. WP LOCATION W/ GFI :1 BUILDER _ 1:31:u INSTALL FAN BOX PREWIRE�� 11 ,ll INSTALL FAN��/ BOX PREWIRE l...l INSTALL FAN�,L"�, BOX PREWIRE L..l O O I h T1 1 1 / 1 1 ^ ' GFI I Ff I �-y DISP , 220 O FOR HOOD , I I GFI, GI 1 r "GFI1 1 IGFI y 1 OR I , I CM II I, 1, �I LI , a 220' W.H. GFI I 1 II Gh L _IJ L e � IJ r , n I 1 2A L — L IJ I h T1 1 1 / 1 1 ^ ' GFI I Ff I �-y DISP , 220 O FOR HOOD , I I GFI, GI 1 r "GFI1 1 IGFI y 1 OR I , I CM II I, 1, �I LI , a 220' W.H. GFI I 1 II Gh L _IJ L e � IJ r , n I 1 2A L — L IJ 0 42" j NOTE: LOCATION OF METER AND PANEL 60X '� / I1 I TO BE BY BUILDER. IF NO GARAGE SEVICE ------------ DOOR IS PROVIDED A DISCONNECT SHALL ATTIC ELECTRIC: BE ADDED AT METER LOCATION. IF REQ'D BY CODF GFI z ' 0 42" GFI GFl FOR GARAGE FOR GARAGE------------------------------------------------ 1 DOOR OPENER DOOR OPENER I I 1 1 r 1 I 1 1 1 I 1 GR I I I I I I a42" I � I 1 1 1 I I 1 1 1 1 1 I 1 1 1 1 I I I I I I 1 1 1 1 ` INSTALL FAN BOX PREWIRE INSTALL FAN �\ TN�. BOX PREWIRE WP GFI, "` - )R D/W n ATTIC ELECTRIC I I IF Rr'D BY CODE Id w FAN, A � PREWIRE 1 I I � V 1 T . 1 I I 1 1 I 1 1 I 1 I 1 I 1 I 1 / I 1 1 I 1 I , 1 I I I�1 I u . _ — �' T �- - -� � - — -'' _ COACH LIGHT COACH LIGHT — - — _ — - -- - COACH LIGHT II II WP GFI , II ----------------- II I II II II INSTALL FAN /BOX PREWIRE x I ` I I 1 I 1 1 I ` I I I \I INSTALL FAN _ I BOX PREWIRE \ \ u \ I7 - Y C(CH LIGHT COACH LIGHT , /' PLACE COLUMN COACH LIGHTS ON WALL BEHIND WHEN /� CRAFTSMAN ELEV IS USED / NOTE: KEEP COACH LITES OUT - OF BANDING, QUOINS, AND ROUND COLUMNS WHEN POSSIBLE, REFER TO ELEVATION FOR TRIM. ELECTRICAL PLAN SCALE: 1/4" = 1' 0" ELECTRICAL NOTES. UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36"AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCIs (ARC FAULT CIRCUIT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUITS IN ALL DWELLING UNITS PER NFPA 70 (CURRENT EDITION). 7. PROVIDE TAMPER RESISTANT RECEPTACLES AS REQUIRED BY THE NFPA 70 (CURRENT EDITION). 8. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED IN ALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70. SUCH DEVICES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 9. R315.1.2 COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED AND LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. 10. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 11. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 12. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 13. CHAPTER 45 PRIVATE SWIMMING POOLS - OUTDOOR SWIMMING POOLS SHALL BE PROVIDED WITH A BARRIER COMPLYING WITH R4501.17.1.1 THROUGH R4501A7.1.14. 14. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' OF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLETS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THAN 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. ELECTRICAL LEGEND ® SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR $3 THREE-WAY SWITCH COMBO UNIT $4 FOUR-WAY SWITCH FLOOD LIGHT $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE --n—[I TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE 110 VOLT DUPLEX p CEILING FAN OUTLET 4b 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT ' 2 DOOR BELL CHIMES WP WATER PROOF W/ GROUND FAULT 0 220 VOLT OUTLET p— DOOR BELL ® SPECIAL SERVICES OUTLET D0 P DISPOSAL N❑ T.V. CABLE OUTLET DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER RECESSED LIGHTING J ❑ JUNCTION BOX WATER PROOF RECESSED LIGHTING O THERMOSTAT BATH FAN O LOW VOLTAGE LIGHTING YY BATH FAN W/ LIGHT C INTERCOM SYSTEM ® L.E.D. DISC LIGHT ® GARAGE DOOR PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED 3AMEAS UNDERGROUND WITH ELECTRICAL CONTRACTOR 200 AMP SERVICE 200 = 2/0 COPPER OR 410 ALUMN. IN 2" CONDUIT METER MAIN DISCONNECT 200 AMP A/C DISCONNECT UNDERGROUND SERVICE BY POWER COMPANY # 1)CJ�EE. (1TLETS TYP ELECTRICAL #12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE INTERSYSTEM # B TO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD W/ MIN. 8' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. Is c gs15aF 8� ,. W Qti m °r0 ro m m asJ x� � NN JxJ Ip lnma� a ' Y gW LL O3G W Vi n: 3 Q X0X a s" IL III m #$ eke 0 6 a w O „gym e€9B Z W L N ❑ ❑ ❑ �WNW.FG3aVG.COM Z — W O p 10 n�Z0 ¢ ` a in Z N � N Ir k m m -d� CoXQ) w C �! o Y 0 w - F U N E v U N O go as c ¢ N o m AM ® nwnwc u^awrc FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: /M 1 )oo 0 1 j z N m W O N c O CMM CN N " y d N 0) z HiVm 3 d 'a Q .J Lu oo o J m (/) (n u VI Model Name / Number: 2265 Plan Issue Date: Tuesday, February 2, 2021 KA PROJECT NUMBER: 21-1218 Sheet: 4 Of: ELECTRICAL PLAN 7 P OF BLOCK W'DO HEAD HGT 0 ro RN. FLR_ TOP OF BLOCK W'DO HEAD HGT Do zo FlN. FLR. LITE TEXTURED CEMENTmOUS COATING DBL 25 SH 11 DBL 3050 SH ER'CF R'DGEVENT LITE TEXTURED CEMENTITIOUS COATING RIGHT ELEVATION "A" SCALE: 3/16" =1' 0" 48" OF RIDGE VENT 48„ OFF RIDGE VENT 2650 SH 1 3450 SH BRG. @ DINING RM. ` BRG_®GARAGE ,� FINISH LITE TEXTURED CEMENTRIOUS COATING TOP OF BLOCK KA�q HOT 0 rG e LR. T P OF BLOCK / W'DCA HEAD HGT a FIN. FLR. al REAR ELEVATION SCALE: 1/4" =1'-0" 16 X 7 OVERHEAD DOOR T31 LITE TEXTURED CEMENTITIOUS COATING TOP OF BLOC] V'DOW H D HGT Q FIN. FLR. MINININI 8 X 7 OVERHEAD DOOR W QfT RIDGE W 6. SS SHINGLES 6/2 SILL — I DBL 26 SH ARCHTOP 48' GT RIDGE VENT 3068 DOOR WITH (2)- 12" SIDELITES & 63" X 16" ARCHTOP FIXED GLASS ABV VENTILATION CALCULATION Formula = SF / 300 / 2 * 144 = net sq Inches of venting needed equally for intake and exhaust Soffit product provides ale net sq in/sf Ridge vent provides 11LOO net sq in / If. off ridge vent provides 138.00 net sq In / sf Overhang distance 1.33 ft ' S.F. of Area to be vented (SF)"323"#sf. Total needed forexhaustfor upper 1/3 753 net sq inches.- Total needed forintake(soffit area, lower) 753 net sq inches Number of Off Ridge Vents for upper 1/3 needed 5 L.F. of Ridge Vent needed (can be used In combowith ORV) 42 Lineal Feet of Soffit needed to meet required 137 Lineal S.F.provided: by plan LEFT ELEVATION "A" SCALE 3/16" =1'.O" S. DBL 25 SH TOP OF BLOCK W'DOW HE D HGT bo FIN. FUR. CODE FOP :.BDE COMPL' A N ;.. ST. LUCIE COLIN rA, BOCC FILE COPY BRIG 0 ENTRY T.O.M. W'DOW HEAD HGT FINISH FLOOR FRONT ELEVATION "A" SCALE: 1/4" =1'-0" a ti ��,T$ryddl@IFItI 001P N t.0 . 4 2 es s � dr�I.�4 L ti tL CO g to V O .$ W L �wg4 W Q un000 IsBg 08 m LL �' z° w 2 W Nn£ w d g� o Y W 2 GOm a g g l7 d� ¢ Go o 8 W U Is W ❑ ❑ ❑ r � ��LD VJVM'.FnSENG.COM 0 Z O Z N (W\ Q V I Z r F N to M �4� w d 0 J w } to �LV) N E � aovs Q N o m Qlm FLORIDA CONTRACTORS LICENSE NO. CRO1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: 0 ` 1 z �m W G o N c N M i N m N m o N 0 0 J W S J m vJ^ Model Name / Number: 2265 FI Plan Issue Date; Tuesday, February 2, 2021 KA PROJECT NUMBER: 21-1218 Sheet: 5 Of: ELEVATIONS - A SEE DE G.C. TO PR( BLOCKING - W/ APA RE( FOR SPAN F 7/16- OSB SEE"HIP/R BLOCKING" ** ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING, THE SHEATHING THICKNESS IS 15/32".) IF 15/32" IS USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP CTIONS III long i IVIDE 0 COMPLY ATING OF 0NINE one BOTTOM CHORD GABLE END BRACING @� .LOP CHORD 2X4 #2 SYP 4'-0" O.C. MAX. FOR FIRST (4) BAYS BLOCKING @ 16"-0.C. MAX NOTE: FOR FIRST (4) BAYS 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TB05 REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN N7s RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT S 25 ft WIND SPEED (ULTIMATE) 160.0 MPH WIND SPEED (ALLOWABLE) 123.9 MPH EXPOSURE( B EFFECTIVE WIND PRESSURE AND SUCTION (PST) WINDAREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SO FEET) (-) VALUE DENOTES SUCTION a=oft [4:12]-[12:12] „a „a „ AREA ROOF 1 2e 2n 2T 3 39 3r* HIP -37.02 -51.06 51.08 -51.08 10 GABLE 37.00 -37.00 -58.99 -58.99 -58.99 76.03 0 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE1: T ZONE 1: ASTM F1667 RSRS-03 (10d) NAILS @ 6" O.C. ON EDGE AND 6" O-C IN FIELD ZONE 2e, 2n, 2r. ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND Ill IN FIELD , ZONE 3, 39, 3D ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 40 O.0 INFIELD ROOFSHEATHING: (D OO SHIN.GLE:1132" EXP. 1 ('20) TII F• 1232" EXP. 1 1. PER ER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 as" x 0.113") NAILS w I' r r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN lamp, SHEATHING SHALL BE FASTENED ") 'k e WITH ASTM F1667 RSRS-0310d (2%" x 0,131 NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2A #2 SYP OUTLOOKER GABLE a Oft ROOF > 2012] DEG. RAFTER W/ BLOCKING @ Ill O.C. IF NO DROPPED GABLE END, ATTACH 2X4 #2 SYP BLOCKING [4.12]-Ii2.12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEOULE. PANEL EDGES WILL NEED TO SE ATTACHED TO STUD AND OR BLOCKING AT ALLEDGES A MINIMUM le" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Is". O NAIL AT BASE 2 ROWS @ 4"OC. w/ Hd COMMON NAIL.. © NAILATTOP PLATETWO ROWS@4"O.C. w/Ed COMMON NAIL.. © NAIL OPENING PERIMETER w/(2)ROWS&4"O.C. W/Sd COMMON NAIL. 0 NAIL INTERIOR AT WO.C. W SO COMMON NAIL. O STAGGER ALL VERTICAL JOINTS S NAIL 0 4" O.C. w/8d COMMON NAIL. O. PLYWOOD SPLICES@HEADER - NAIL SHEATHING TO HEADER w/8d COMMON NAILS @ P O.C. (2) ROWS @ TOPS BOTT. (2) 8d NAILS 03^D.C. TO EACH TRUSS END OR 0 VERTICAL MEMBER IF. GABLE END. EXPOSURE SHEATHING PROVIDE BLOCKING H AS REQUIRED PER I II I SECTION X-X IF NOT _ 1 II I1 _ FULL HEIGHT SHEET o --" -�---- - © .FLOOR SYSTEM NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131"X 2172•. DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Ill (2)- 2X TOP PLATE BEYOND 1 SW 088 EXPOSURE SHEATHING 11 II II II II LID 2x BLOCKING 111 ill 111 II II II I III II 11 II (. CALLSHEATHING w EDGES - III III III 'III Q II 1 11 I III II II IT I I I III II (1211 (SEESECTIONX.X) p It u1 III OPENING Hr n u n 1 NIL-__JL---IL- -1 III III-- J. X It I II II I II II �LL aO _ III Ili Q _ ___Ii---II---I III 111 I I11 III Nil II II It II II Ii 2x STUDSBEYOND. W 8 I II 111 IIII III IIII IIII III 1 I 11 I II it IIII 1 I I II III I I II 111� I I II tII 1 I I II III II 1 11 11 i If II II It II II II II I I I1 II II I . II II II I SEE PLAN z y� p 0 y- IIII IIII I I II I 1 I II IIII IIJ II II II I II II II I ALL SIdEATHINO A 2Y RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM VERTICAL HORIZONTAL WALL ELEVATION DIAGRAM Sww 'S' - NAIL 9/8" SPACING 39. 12" trr� s I_L s rz^ SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING 2w� �p N Ir 2W P.T. BASE PLATE BEYOND SEE PLAN LOCATIONS MIN 2 X4 #2 8PF TURNED VERTICAL W/7/18" FLITCH PLATE TO W1(2)12d TOENAILS EA END. NAIL FUTCH PLATE TO VERTICAL W/ (4) ed NAILS SO NAILS, 3^ O.C. AGGERED SECTION X-X TB13 WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. CONNECTOR SCHEDULE FOR: ADAMS HOMES -2265 ELEVA3CF TRUSSACTUAL i CONNECTOR UPLIFT TRUSS ID BEARING POINT CONNECTOR ID FASTENERS NOTES UPLIFT DESIGN RATING CI-C`SV CIS, CBS, ES- E7V, E76, E75, E22, H5 - H7V, R2 L -8490or less HETAl6/MECH- 1810# (9)10dx 1-112" (9) 10d x 1-1/2" A,89-813, B21' L/M/R -859#or less HETA16/HiOA/HETAl6 1810#/1040#/1810# (18)Lod x 1-112". (9) 10d X 1 1/2' 10dx1- B7 L/M/R ,1453#arless (2)HETA16 /(2)HT520/(2)NETA36 2366p/2620#/2365# (48)lOdx 1 1/2" (12)16d D9-D19 L/R -808#or less HETA16/H10A 1810#/1040# (9)10dx 1 l/2" 18 IOd x 1 1/2".. (9)10dx11/2'. G7-G19 L/R -1414#or less HETA16/HETA16 1810#/1810# (9) lOd x 1 1/2" 1-1/" 815,817,819 L/M/R -895#or less HETA16/HIOA/MECH. 1810#/1040# 1810dx KOl - K02 L/R -6R par less MUCH /HETAl6 18104 (9) lOdxl-1/2" D7 L/R -1720#arless (2)HETA16/(2)HTS20 2365#/2620# (12)16d (48) 10d x 1 1/2 M,M3 L/ft -539#or less HIDA/HIOA 1040#/1040# (18)10d x11/2 (18)10d x 1-1/2" PB, FBI L/R -.50#or less CONNECTOR PER TRUSS MPH FG L/1 -1259#Dr less (2)HETA16 / (2)HTS20 2365#/2620# (12)16d (48)10d x11/2 (9) 10d x 1 1/2 A2,A4,D21 L/M/R -842#or less HETAl6/HTS20/HULA 1810#/ 1310#/ 1040# (24)I0dx11/2 (18) 10d x l 1/2 E3,H3 L -211#arless HSOA/MECH 1040# (18),I0dx 11/2 GGE CONT BRG - 14 P F 1 L or ess TDENAI LED 330 PLF 16d@4 D.C.PER GE01/S4 B13 SUPPORT COLUMN M&R -952 #or less DTRZ 2145# /2 WA SDS SCREWS 814 x1-12 1/2, WA B75UPPORT COLUMN M -1461 #or less DTRZ 2145# SD65CREW5 814'x112 TRUSS MANUFACTURER: PROBUILD/BPS DATE OF LAYOUT: DATEOFTRUSS OUTSHE`J$: 12123/2b L= LEFT, R.= RIGHT B, M = MI DDLE BEARINGS. BEARING LOCATIONS ARE REFERENCED TO TRUSS MANUFACTURERS TRUSS DRAWINGS: ALL CONNECTORS ARE SIMPSON PRODUCTS OR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 SIMPSON- CONNECTOR SCHEDULE USP- CONNECTOR SCHEDULE MARK TYPE CONNECTOR B FASTENERS OFF sm (XNNECTOR&FASTENERS OFF- SYP OFRAMETO A IETA19VOol0dx1 tY2"IXi 1819 HTA18 w/(1011Dix 11lYOR MASONRY HETAN W(l1 Dd x1112° MA20OOTIOOdx 11? two 1870 © FRAME WBAW(t01w/NAILS 699 BN Hi'SAW(Holl NAILS 616 0M © FRAME TO HiGOwI(1BI101xf IW lots 1040 RT16AW/(17110Ax1 VI to too FRAME H11D42W(18)IOdxi VT'AT2PLYTRUBBEB 930 t T18-2 WII8)tOdx11FS A72PLVIRUBSEB MTW11 Wltd)1LWal to (AT E%TENOR 93, lose D FPAMME E%TENIOR 880 �9 FRAME LOCATIR14)10dx11?(AT LOCATION INCLU� 312d TOENAILS) IOGTION INCWDE(312d TOENAIL9f 1006 Ii95 O FRAME TO MGT W(22)1OE NNl.9 ANO BAY A.TA.W If° Suit NOS MIJGTI6 W(28)IOl NALBAO MH•AT,0.W MASONRY EMBEDMENT W SIN.11W(AT EX EPDXY 12 EMBEOI.ENT W 9I EPDXY 3330 44w OFRAM (2411Cdx TEXTEPoUS tl]S 1819 11F AT9ET FITS"cATM4)cLUoE(3)m IJ(TLAIOR ME FRAME LOCHTS2AT LOCATNNI NCL.IAE(9)12dT0ENAL8 EOI)I LOCATNNJ INCLUCE (3)12d TOEJALB 1285 1880 FRAME 70 (2)HT92OW(4flUl 1 VT'(ATEXTERIOR 2250 ZBiO R) HTW2O W(46110d x i lrl(AT EffIRRIOR FRAME LOCATNINNCLUM(SPo TOENALS LOCATION INCLUDE(8)12d TOENAHS(EA) oo 30M1 FRAME TO HOTQW(16UWNNUAND(2)5/8' AT.R. HUGT2W1O)IOd NAILSANDR)5I8"AT.R. © MpgONTO W12 EMBEDMENT WTNMPSON `$ET• 10690 w/1Y EMBEDMENT wIEMPSOIN'9ET 70TO 9790 EPO:C/(HQT-3FOR9 )S EPDXY (HlUT3FOR 3ALV) OFRAME TO FUR W(18)19'.3"SOB WOW SCREWS 3400 /]25 RFUSW(12)WS3VPoODOCREWSAND MAEONRY ANp F2)1l2'36"11TEN fro ANCHOR BOLTS (d)SIPx&'wEOGE-BOLT 7f00 0)LGT2 W (16) IM SINKERS OFRAME To &171 I' 31M•TREN2 1760 E080 MABO " b EN07E#S BELOW ©2 FRAME To MASONRY/ (2) LGT2 wl(921 t W SINNERS A(14) 3500M IWx2IWTU16HLZPLYTH.HIS) 4050-M {T)"LUGTJ W(92)tBl SNKEi98(1� 9100A1 9100.M 6240 F OT,TFF 19x 3- WEDGE-04ol (2 PLY TRUSS) 0800�F 4820-F FRAME OR QB)18d ENKDtb FOR FAAME(EA) OR(92)ibd SINKERS FOR FRAME(FJN FRAME TO MASONRY (2) LOYJ W(24) ll4' x F BOB SCREWS &181VV %b'TITER (2 MY TRUSS) 4780M S570-MIN" (2)LlWT6W WIV4'x2t2'W826 BCRM&(4)L8°xVM(2PLYTi8M8) "SON Y_1°f L01PF 8980E MBO.F FRAME OR(W)lUSINKEN9FORFRAIE (EA) OR(BJ1BdSINKERS FORFRIME(EA)BEAM TO HU100PT HIC410w/(18) 16d A(10) led Cw26p MM10 OPT HINII(l(20) 15d A(10) IM d SEAM NAILS U#1885 NAILS Ihl-AIU3HolmAILS1M°x2w4`&UO)IOtl NAILS U#1800 WEOGE.13pLT &(10)iOd NMLS ®SEAMTO MASONRYI HU460PT HUCA,l 10d NAILS a ON1& Ui)1/4'x2V4"TITENUOMA6.) Lw11. G:Y9UW U#1135 HN60PFHU48W(6)10Jw-I-A L2)II9x2SWTAPCDN6(TOMASJ won UVION O.T1011 U68SO FRAME OR(12)IWABP IW FORFRAME) SY SYRM OR(1211N a(6) Uld(FOR FRAME) SYP* SYM FRAME TO (2)IETAI S OPT RI HETAN too IOW M HTA180PT(2) HTAN No O MASONRY 1-PLYW(10) 1 Six 1 la -OR 2365 2383 1-PLY W DO) 1 W x 112. OR 24M ZPLYW(12)I6d 2-PLYWU2)18d HirolIII Ol d NAILS AND(4) 168E VC on 1110 HTWM10 W(8)l So NALS A)(41 VIll N" 1146 ISM FRAMETO TAFCON9 WEWE T N MASONiIY OR Hill .1 (totted NARSI AND(4)VIll 1/4" BOB 1110 OR HTWM20 O)10d NALSRID(4) IM'x10M" TAFCONS w/(1 WEO(£,BOLT 1145 USES FRAME TO HIM W(8) 9dx112' RAILS AND (2)"W" ]80 910 MASONRY TITAN HO TO DTT22 W 13) 1M•x1112"SOB WOO) OT TZW(M1W�01/SW915W000 OFRAME MASONRY 9CREWSANU(U12'DAT.R.®OXIEDW 1635 21g5 9CPEw9AND (1)12°BAT.R EPDXIEDW 1510 LOSS SIMPSON"6ET SEENOTEN BRIPSOR"8ET" EENCIEN TO HiT6. PUT IMW 1Fl NAILS AND (1) NB"S HTTO W(20) IMx2 VT NALS AND (1) OFRAME R MA&IHRY AT.R EPO%IEDwI BIMPBCN'BET 43TJ ONO Sol A.T.R. SIGNED W SINPSON TET INS NOTE N BELOW $EE NOTE NBE LO TO HR 161 M6"H HTi4ArkS iBtl#t/SIMPNALS Mu'som MASONRY AT.R. EDwISIMPBON)111 ATAWENarloota PBON'8Ef 3N0 4235 SB"B AT.R.EPOTED WSII.PSINI9L�' NTET 6165 E NQTE N BELL ONFE NOTEMBELL O FRAMEPEO H10Swl(24)10dx11Yl NAILS T� 910 LUGTI W(23)Nx112'NMLS 875 JOBS OFRAMETO HMPKTWI4)19x 1m SDSWWD REI�M W(9) I(M. I lm Al a MAsiol SCREWS 4 Lot toll 2114'TAPCON3 ]80 ]e0 14) IA"x 13W TAPCON9 13% 1395 VOTof (is) IPrAT SOS WOOD SCREWS& VOFRAMETO N,,BMRi' (1)6172 A.I.R. EPDXIED W SMP90N°SEA 3556 AM W 1S MIN. EMBEDMENT (2)VGTW(92)iH')0"SOSWOOD SCREWS OFRAMEIO MASONRY 6(2)a O A.T.R. EPDXED wl SlWSON sin 7186 'SET.wl I2 MIN. EMBEDMENT OFRAME TOHDu4.9O925 VGroo [10)1/A•x2" 9DS WOODSCREWS& w1(10) IWx2 IO-SOSWOOD ants 4568 MULTTISW(22) 10d NAILS It HR45 W(19) FRAME SCREWS & 10 SM° a A.T.R. 100 NAILS & 111818'H 0.T.0. 41M O FRAME TO. (2) HI"f6 W (S2) iSd'X212" NAGS a 49]5 (2) IMTTdb W 1&2) iBd'k212" NP1L8 FRAME (1)6'9'OA.T.R(SEE NOIE44) 5090 &fUWH-BA.T.R(9EENOTE84) 5005 )CNC"u ClWxcflflouMR. 1. CONNECTALL FIAOR TRUSSES TOINTEPoOR BEARING WOW WALE/BFAMBw/M 12d TOENAILS. 2. ALLTWSSTO1RtISSCOVFECTNINSAREPROVIDEDBYTR119SMANUFACTURER,U.N.00NPLAN. BEEFNAMINUPLMIITICAL. HECTOR HNECTIWI9, SINGLEPLTNER91MP901NOR PULL 4. FORSINGLEPLYBEDMEB,BDASOSKINDSEMU.M.P#i Tx4"tOTRUBb VERTICAL. WESW(2)ROWSOF100 WJL8�3.O.C: STAGGERED. ROMOF. S. iSRTRUSS CHORDIMENTN081l(MATCH CHORD. S. SCAWERED:CHORD WTCONECTORMATCHONORD LUMBER B�)w/(2)ROWS 1pd®4'FROM END &4'O.C. CONNECTOR LOCATIpY AS MUCHAP0SS1NTERAT MUCH AS P09BBLE. A(, MIMMA CONNECTDN UNOON FRAMING PIA, 1. COIWCTIONFORALLHOOFIFLOORTI&S9 TOMAMWWAL..91UNTELWI WA SUNOONPLAN 2. CONNECTION AT 24"OR 32.0.0. FENCING VERTICALS FOR ALL FLOOR TRUSM PARALEL TOMASONRY WALLS WE MAIL FS12/8L1 FOR MORE INFORMATION G CONNECTION FOR ALL HIP JACK(CORMER JACK) TO MASONRY WALULIOF WALUPUNTELS 4. CONNECTION FOR ALL CONTINUOUS RIM BOARD TO TOP OF MA50NRYAT 9P O.0 MA% W(2) AT EACH CORNEA. GC. TO VERIFY LOCATION DOES NOT CONFLICT wRJI OFAPNCABLE) LAYCLR 5. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALLSEAMS wl III I.Tr Allc V MINMA CONNECTORUNOON FRAMING PLVI 1. CONNECTION FOR TRIl38 TO WDOO WALL OR BEAM © MINMALCONNECTORUNOONFRAMINGPLA ROOF FRAMING NOTES 1. SHINGLE OR METAL ROOFING SYSTEM (SEE Al SHEATHING - SEE [RSH] SCHEDULE THIS SHT. FOR SHT'G & FASTENERS ON PRE- ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. 0 CONVENTIONAL FRAME ROOF.(SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPEAND OTHER INFORMATION. 2. THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES, ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2X4 #2 SYP WITH (3) 10d TOENAILS EACH END, THE SHEATHING 15 TO BE NAILED WITH 8d NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 IFROOFTRUSSLAYOUT SHOWS RSED'S,T THIS FRAMERBEEN PROVIDED BYTHE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED,. AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL. IS REQUIRED, UNLES�YfiLITT„ IS REVISED W/OUT WRITTEN APPROVAL FROM FDS.. _. _,. FOR TRUSS BRACING AND Ai3DITI,ONAL ROOF INFORMATION SEE SHEET S-4 C.M.U. OR ICF WALL SEE TYP. WALL SECTION 2x4 P.T. FASTEN TO C.M.U. W/ 11/2" LONG T-NAILS @ 2'-0" O.C. SECUREJCHANNEL 4012" O.C. FILE COPY D L��ALUM METAL DRIP EDGE 2 x SUB -FASCIA FASCIA VINYL OG.C. SHALL VERIFY SOFFIT MATERIAL CAPACITY T© RESIST TH E DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING WINID PRESSURE a (TYPICAL SOFFIT SUPPORT DETAIL 3/4"=1--O" 15 9- 1 co gC13 M) m l 5a yl (m I�i LJi IJa. W��,ng MJ H Bdm"g5_IP;»LL ANDEll 2' mmLL Z O U WWW.PDSENB.ODM ❑ ❑ ❑ o z N Z y c N a N z C4 nLn' U mJ -0 W fi 'iJ _ "n wg •�'/ nLn c y S 1M U - EN E L9 s 0 pi ai C V �O ¢ C4oWD 44 nAMQ iLY1Mlel FLORIDA CONTRACTORS LICENSE NO. CRC3330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE IVI Job Information: j Z W ;u qO ; y 3 N m z N 3 `m OO LL J W v) to TI Model Name / Number: 2265 Plan Issue Date: Tuesday, February 2, 2021 VI KA PROJECT NUMBER: 21-1218 Sheet: Of; ROOF PLAN A LINTEL BEAM: - 1 COURSE LINTEL BLOCK W/ 1 # 5 NON-SHEARWALL SEGMENT BAR & 3000 PSI GROUT, MIN. 25" LAP (ACI 530) I I I I TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. FILLED CELL: FILL BLK. CELLS WITH 3000 F.B.I. GROUT ONE #5 @ LOCATIONS SHOWN ON THE FOUNDATION CONC. SLAB SEE PLAN AND FLOOR PLAN. FOUNDATION PLAN MIN. L4P 25" (ACI 530) FOR MORE INFO Ell WPOF SLAB MS021 TYPICAL SHEAR WALL SECTION N.T.S. TYP. TIE BEAM W/3000 P.S.I. CONC. W/1 #5 REBAR CONT. SIMPSON SPA W/(6) -10d X 11/2 SPB OR SP8 FOR 2x5 AND Z O WALLS p i 4 DOUBLE 2x TOP PLATE STANDARD HOOKS SEE MSO5 FOR MORE INTO TYP. FILLED CELL W/3000 . P.S.I. CONC. W/1 05 REBAR VERT. T BEARING WALL SHEARWALL FRAME WALL .M.U.2 SYP/SPF P.T. W/ /2" X 8" "J" BOLTS OR /2" X 6" EXPANSION ORS OR (6) 3" X 1/4" ONS OR 7/8" RILTI TUFDNI S 2x BASE PLATE SEE PLAN FOR MORE INFO MS03 FRAME (EXT/BRG/SHEAR) WALL TO n nrY rr. n N.T.S. #5 REINF. 20' MIN. LAP BAR ? 430R414 REINFORCING BAR Z?tee• #� & #ate APB 25" MIN. -AP #5 STD. 90° HOOK #6 5�REINFORCINGEAR #5 I AP SPI ICE SCALEI"-1'O" 36 MIN. � #6 REINFORCING SAP * GRADE 40 U.N.O. #6 LAP SPI rff MSO5 REBAR SPLICE DETAIL - GRADE 40 NTS- ATTACHMENT REQUIRE ENTS SIZE TAPCONS SPACING # ROWS 2 x 4 1/4" X 2%- 12' O.C. 1 2 x 6 1/4" X 2*A" 12' O.C. 2 2 x 8 1/4" X 246" 12" O.C. 2 NOTE: TAPCONS TO BE 4'• FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. PRECAST LINTEL >. (2)2X j SACKS1/2" 0BETWEFASTAIA IF DOUBLE 2X NAILER IS USED, - USE 114"X 4 1/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED Ills I 2x BUCK DETAIL N.T.S. O O O O O O Ee HURRICANE ANCHORS (TYP.)-�• b RIpLVC At TOP NiN N Rsarc Fin' asaR GM.4 .• ' G Lrt r. b parsAR AT eons+ O Or LNTEL"Vrl BOTTOM RENFORCNG Y$4b'AOIwLL -RWlow N t NARIa6) 0' NCVINAL Wm T7P E8IGNATION 1. Fll L WITH 4RLYIr / 1 . IIIIRLLb IF ��""'' Lll1ANMY OF5 REBAR AT a `toMO Wtt-CA SFi6-151IT Wm W VTW j auARrTY of 5 NW lI HEIGHT REBAR AT TOP MATERIALS 1. t'c precast lintels = 3500 pal. 2. f'c prestressed lintels = 8000 Del. 3. Is grout = 30DO psi w/ maximum 3/8" aggregate. 4. Concrete masonry units (CMU) par ASTM 090 W/ minimum net area compressive strength= 1.900 psi. 5. Rebar provided in precast lintel per ASTM A615 GR60. 6.. Held rebar per ASTM A615 GR40 or GR60. Prestressing strand per ASTM A418 grade 270 low relaxation. 7. 7/32 wire per ASTM A540. S. Mortar per ASTM C270 type M Or S. GENERAL NOTES 1. Provide full mortar head and beg Joints. 2. Shore filled Hotels as required. 3. Installation of Ilntel must comply with the architectural and/or structural drawings. 4. Unitas are manufactured With 5.1/2" long notches at the ends to accommodate, vertical 0011 reinforcing Mid grouting. 5. All lintels meet or exceed L/360 verHosi defection, except Ilntels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 8. bottom field added reber to be lo0ated nf the bottom of the IimN cavity. diameter wire stlryps are welded to a bottom steel fa mechanical anchorage. 8. Cast-Inylace concrete may be provided In composite lintel in ileu of concrate maaomy units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10.Untel min. depths are called out on lintel plan. If contractor Installs a deeper lintel than indicated on the plan, doing this Increases the strength of the lintel and is approved without erlgineafing letter. if a smaller lintel is installed contact FOR for approval SAFE LOAD TABLE NOTES 1. All values based on minimum 4" bearing, Exception: Sale loads for unfilled lintels must be reduced by 20% If bearing length Is less than 6-1/2". Safe loads for all recessed IIme14 based on 8" nominal hearing. 2. N.R. = Not Rated. 3. Safe loads are total superlmposad allowable load on the section specffied. 4. Safe loads based on grade 40 of grade 60 field reber. 5. Additional lateral load capacity can be obtained by the designer by providing adcfional reinforced masonry above the precast lintel. 6. One #7 tatter may be substituted for two 05 raters in.W lintels only. 7. The designer may evaluate concentrated loads from the sate load tables by calculating the maximum resisting moment and shear st "way from the face of support. 8, Far composite lintel heights not shown, use safe bad from next lower height. 9. All safe loads in units of pounds per linear fool ,�� `., r.,.r TrY,r -•�i Lu M ` C1FN: 'J T. i �5 $10� lie U. a N N N 7 H" x g $ ® r- o a 44 8'E Yy`` ad fi li Ti W'° � W s Bmp Orr` a 0 dam x o t O X, a m 5 F �y o�$s IL Z 6 as K EEB z a s U BE, (A 5 r o WWW.FDSENG.(OM ❑ ❑ ❑ zmimak Z M 0 Z N Z Y Q 11, a a-1 In 1/) Z m QJ Be in w C U NIEWEC a CODE CC�IPLIANC, ST.. LUCIE COUNTY Ow V) U -NE x 0^ " ` a m 4m DAMS HOMI�S BOC.0 FLORIDA CONTRACTORS LICENSENO.CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION. PORT ST. LUCIE PRECASINGS LINTSEE GENERAL CONCRETE' WITHTPOFWERush ♦.. JObinformatlon: AT OPENINGS SEE GENERAL CONCRETE WITH TOP OF WALL REINFUNTEORCEMENT RCEMENT FOR REQUIRED REINFORCEMENT n q STD. 90 NOON I� k HOOK n T] y Y. H J'ANDLAR AA ON BOTH 510E5 STD. 90 DEGREE 8 OPENING U.N.O. KNOCK -OUT OR FIRST TE CMU COURSE ILL & FILL SOUP 5 BAR FOR ALL OPENINGS 6'-6" GE S"x8"x 16' CMU U.N.O. SEE EOUNDATK)N P SEE FOUNDATION FOR LOCATIONS PLAN MS01 BLOCK WALL REINFORCEMENT TYP. BOND BEAM Q GO 8"x6"xiW K.O. LINTEL BLOCK C O C FILLW/3000 P.S.I. W �0 O CONC, W/1 #5 OIA. REBAR t6 � Cr) N A INDICATES FILLED CELL FROM FTG. TO Z * a • • a �. BEAM WITH 1 #5 BAR MIN. r_ O J W O LL J m (n (n ♦ Model Name / Number: 2265 TYP. DOWEL 25' ♦ Plan Issue Date: MIN. LAP (ACI 530) Tuesday, February 2, 2021 ♦ KA PROJECT NUMBER: 21-1218 Sheet: JL Of: LINTEL PLAN I o SIMPSON HETA 16 2x6 #2 SYP P.T. EACH END W/(2)%"x5, SEE FLOOR PLAN WEDGEANCHOR 0 FOR BEAM SPEC. OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT W/ WASHER. MIN. 6 PER TRACK TO JAMB. (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" o "J" BOLTS WASHERS SET IN FILLED CELL W/ #5 TYP. FILLED CELL VERTICAL MIN. 5 PER JAMB. o „ SECTIONAL ,I ss'eetisfsiw ® OVERHEAD DOOR CONT. P.T. #2 ,.,"'p ( OR WOOD SYP `r ,D TRIM o :(,+ 2"x6" P.T. WOOD JAMB- • t� II u. , I O P DOOR AND CONNECTION PER GARAGE DOOR MANUFACTURER GARAGE SLAB .......... r� ; �5 S I TYP. GARAGE DOORU. TRACK MOUNTING DETAIL >. o o m /o a NOTE; DETAIL CD22 / S•2 MAY BE SUBSITUTED FOR THIS N � DETAIL- UNLESS NOTED OTHERWISE H- MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. CD21 ENTRY CMU COLUMN/BEAM N.T.S. N V (Wp Lo � a r Arw& III Fm F a ;2 Q mm is xt !0�8 gm d d Lo 9p"eSF Q�^WZ W JR3G6 4t6-=_A Lo to U) a BLOWN -IN R-30 INSULATION PER FBC 2 ,`P g m a Y AND ENERGY FORM SUBMITTED WITH m 0 - PERMIT APPLICATION PROVIDE BAFFLES n W BLOWN -IN R-30 INSULATION PER AT EAVES (FOR VENTED ATTICS) 8 W m Z FBC AND ENERGY FORM SUBMITTED 12 WITH PERMIT APPLICATION 12 FIBERGLASS SHINGLES OR B 9' o u o ' PROVIDE BAFFLES AT EAVES SEE PLAN VENTED ATTICS)OVER TILE ROOF PER ELEVATION SEE PLAN ( ) APPROVEDQJT Z a o m ,, N U J w (FOR PER 1 FBCR 905.1 OVER APA . r El El ❑ �^ www.Foseruc.com i FIBERGLASS SHINGLES OR PRE ENGINEERED WOOD ROOF SHEATHING -SEE SCHEDULE- � " TILE ROOF (PER ELEVATION) OVER APPOVED UNDERLAYMENT TRUSSES @ 24" O.C. [RSHI - ON FRAMING SHT. FOR SHTG & FASTENERS. z �. PER FBCR 905.1.1 OVER APA g Z o ROOF SHEATHING -SEE SCHEDULE- PRE-ENG. WOOD RSH - ON FRAMING SHT. FOR [ 1 TRUSS ANCHOR (SEE PLAN) z 4 ¢N Q TRUSSES @ 24" D.C. SHT'G & FASTENERS. — _ _ _ SEE PLAN FOR � [ j 9 y TRUSS ANCHOR (SEE PLAN) ERG. HT. 112" DRYWALL �• '' • FELT PAPER OR • ° ETAL DRIP EDGE �{/ d — ,n V I Z N TO BE INSTALLED ON OUTSIDE FACE TRUSS PLATE ' 2X SUBFASCIA(TYP 3/4" P.T. NAILER :; r CORNERS m� F 3) 2x4I OR P LL �4-1 SOFFIT. SEE ARCH. 4x4 2X4 POST UNDER EA IL//// li o �_ 1/2" DRYWALL PLANS W/ p � t METAL DRIP EDGE 12' DRYWALL CURTAIN NAILER r 8 x 8 x 16 K.O. 2 X 4 P.T. PLATE END OF SUPPORTING BEAM. �� NAILED w 8d NAILS @ VI KEEP IN 3/4 FOR SHEATHING / U — w �O c a I`fi) CONNECT ALL 2x STUD 2X SUBFASCIA i x 4 P.T. @WINDOWS H LINTEL BLOCK 1 x 8 P.T. @ S.G.D. " O.H. W/ (1) #5 DIA. REBAR & AND LATH WITH FINISH D.C. ` t11 c m m TO TOP PLATE WITH (4) 16d TOENAILS SOFFIT. SEE ARCH. N SEE ELEV.3000 P51 CONCRETE (TYP.) FRAME FOR COR- (TYP.) ALL SIDES iO /f \ O \ U — C4 E w PLANS — PRECAST "U" LINTEL " SEE SCHEDULE w OO vv \ NERS FOR NON LOAD e v ^• °a '\� \ BEARING SIDES NAILED �, m = 5 row bl , 1/2" DRYWALL SEE PLAN FOR HEADER SIZE ao ° o'°� w/ 16d NAILS @ 8" O.C. u < \ �M{ Qobh Np QW OPTION 15/32" DEB EXPOSURE 1 ON O'H' EXT. WALL W/ ALL EDGES BLOCKED. 1/2" x 8" J-BOLTS (1) CENTERED EA. ` � (TYP.)4 COURSE HIGH A.F.F. DAMS H MBS gma1� MAXIMUM OF (3) - 2X PLATES MAY BE ADDED BELOW THE HEADER W/ EACH SEE ELEV. SEE TB13 FOR NAIL ATTACHMENT. CMU BASE FILLED LLED w CONIC SIDE w/2" WASHERS \ � / ��1%�E�'e^s r: -W`^ FLORIDA CONTRACTORS LICENSE NO. CRC1330146 PLY ATTACHED W/ (2) ROWS OF l6d (OPTION) STAPLE: 16 GA. 1 3/4" STAPLE @ Z" O.0 EDGES AND FIELD. d �' (TYF.) w/ (4) VERTICAL RENF w/ HOOKS INTO FTG & AT TOP �•+ CO C 0 NAILS AT 8" O.C. NOTE: 44" MAX. SILL HGT. ON n FILL CELL -(1) #5 DIA. ALL BEDROOM WINDOWS, „ REBAR W/ 3000 PSI OF COLUMN PLAN Al -Al ' ST" L UC'E 3000 GULFBREEZE PARKWAY " CONIC. ALL LOCATIONS �E.. COW GULFBREEZE, FLORIDA 32563 VINYL FRAMED WINDOW W/ SCREEN SHOWN ON FOUNDATION 4IA0CC DIVISION LOCATION: (G.C. TO VERIFY W/ FLOOR PLAN u FLOOR PLANS LOCATION OF OPENINGS IN SIMPSON LSTA30 SEE FLOOR PLAN PORT ST. LUCI E EXTERIOR WOOD WALLS. IF NO w/11.10d TO BEAM FOR BEAM SPEC. V1 Job Information: OPENINGS ARE INDICATED, FULL STUDS ARE REQUIRED). r & TO FRAME BELOW NOTE: 44" MAX. SILL HGT. ON x ALL BEDROOM WINDOWS. X VINYL FRAMED WINDOW n W/ SCREEN WINDOW STOOL CEMENTITIOUS DECORATIVE A h PER SPECS PRECAST CONIC SILL FINISH 7/8" THICK PER ASTM C-926-98A PAPER BACKED FOIL R-4.1 u " 2X STUDS (SEE FLOOR PLAN FOR INSULATION AT CMU BLOCK WALL MORE INFORMATION). SEE TB13 PER FBC AND ENERGY FORM P EXTERIOR FINISH - ' pp 1/2" DRYWALL ON SHEET 6 SUBMITTED WITH PERMIT J (SEE ELEVATIONS) Z 0 FOR NAILING INFORMATION FOR APPLICATION DIA. REBAR w ✓ C a) O R-13 INSULATION AT EXTERIOR WALL SHEATHING. W0OD FRAME WALL PER FBC P.T, 2X #2 SYP. BASE PLATE 1 x 2 P.T FURRING FTG. DOWEL #5 I x 4 P.T. 17" IN CONCRETE - 25" AND ENERGY FORM SUBMITTED w/ 1/2 x 8 A.B. (OR 1/2' x 8" TITEN BASE NAILER EXTEND (AQ 530) ABOVE SIMPSON HETA20 Al Al BUILT-UP CORNER MIN (3) 2x4 m WITH PERMIT APPLICATION HD) w/2" WASHER AT 32" O.C. FROM END WSD7 SLAB. ALL LOCATIONS SHOWN WOOD BASE ON FOUNDATION PLAN w/10-10d TO COLUMN OR 44 POST POST EAM UNDER a m Lp a WOOD BASE MIN, -SEE EACH END OF V E FOR TERMITE SHIELD SEE FOUNDATION PLAN SEE FOUNDATION PLAN FOR , J �Lo 0 So FOR SLAB INFORMATION _ - - _ TOP OF SLAB _ — SLAB INFORMATION • - _ - TOP OF SLAB NOTE: 2 X 4 P.T. PLATE �. MUST f 'n v, U) m ♦ Model Name / be=jL INSTALLED DTONPNSIDE OS F GRADE '-=iT 4 GRADE COLUMN. DO NOT BEND ��„ ° 3s a = v%--a STRAPS UNDER PLATE. ° ',e �r 2265 — ) PLACE STRAPS ♦ Plan Issue Date: CLEANW I, SEE PLAN FOR .., CELLS w/#5 REBAR r `", (TYP.)4 COURSE HIGH CMU BASE c , - COM ACTED , , ,' ,� ,.. ° RE -BAR QUANTITIES +� J FILLED w/ CONIC - SEE PLAN FOR FILL 'I SIZE. TOP OF COLUMN BASE - Tuesday, February 2, 2021 2" AFF ♦ KA PROJECT M13ER: N�U� SEE FOUNDATION PLAN SEE PLAN `_ EFOUNDATION 16" FOR FIG REQUIREMENTS PLAN .T 21'1218 NOTE: DETAIL CD21 / S•2 MAY BE SUBSITUTED FOR THIS Sheet: C Of: WS01 TYPICAL WALL SECTION 8" CMU 3/4"=1'-D" DETAIL - UNLESS NOTED OTHERWISE J WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4"=1•-0" CD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE N.T.S. TYPICAL FRAMING DETAILS WHEN REQ'D RECESSED PRE -CAST LINTEL 8" D BLOCK TIEBEAM p W/(1) #5 REBAR U.N.O. NOTE: MAY CUT BACK 2x8 P.T. @ TOP TO ALLOW CONT, 2x4 BLK AROUND CURVE. NCHORS TO 2XgMIN. 2 TITEN NG -2x8 W/ (3) 12d TOENAILS EACH END 7/16" OSB W/ 6d NAILS@ 16" O.C. TO SIDE & TOP NAILER 2x4 SPF CONTINUOUS BLOCKING ATTACHED TO 7/16" OSB W/ (2) 8d NAILS. SEE DETAIL ABOVE 2x BUCKS SEE MS11 FOR MORE INFO WINDOW OR DOOR OPN'G WF01 I DETAIL @ ARCH WINDOW FRAMING I N.T.S. Po w Irfi•' 1Ue u 1__I LP IJ 12) 2x 4 LAMINATIONS WAI) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2x6 LAMINATIONS W/ (2) ROW OF STAGGERED 10d ROWS OF STAGGERED ISO ROWS OF STAGGERED ISO COMMON WIRE NAILS COMMON WIRE NAILS COMMON WIRE NAILS (D = 0.14S", L= 3") OR EQUAL (ONE INTO EACH OUTSIDE FACE) (ONE INTO EACH OUTSIDE FACE) NDTFS- (D"0.182",L-31/2")OR EQUAL (D = 0.162", L= 3 1/2") OR EQUAL 1) ADJACENT NAILS ARE DRIVEN FROM 3) FOR 4-PLY, PROVIDE 1/4"DIA, x 51/2" LAG OPPOSITE SIDES OFTHE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NOS SECTION 15.3 FOR THE THICKNESS OF THE LAST LAMINATION, ADDITIONAL INFO WF37 I TYPICAL COLUMNS DETAILS N.T.S. FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 11/2" CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) r F.F. VERHAN FOR OVERHANGS BETWEEN 5/8" TO 1 1/2- NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ'D. MS18 I RETROFIT WALL OVERHANG DETAIL I N.T.S. �\ II STRUCTURAL SHEATHING 7/16" MIN. NAILED W/ 8d COMMONS @ 3" O.C. @ ` EDGE & 6" O.C. FIELD RUN ` FULL SHEET FROM BOTTOM OF FALSE BEAM SEE GE05 FOR�� ` n STANDARD GABLE END FRAMING n\ \ Z I ` I+ +I h 0 2X TOP PLATE TO I I a GABLE END W/ 16d i NAILS @ 6" O.C. a , J 2X4 STUDS @ 24" O.C. W/ SINGLE BASE & TOP PLATE W/ PLYWOOD SHEATHING COVERING GE15 I FALSE BEAM AT GABLE END N.T.S. 2x8 SYP #2 TOP & BOTTOM ATTACHED W/ (1) ROW 16d 2x6 SYP. #2 NAILS @ 16 O.C. RIPPED BOX HEADER DETAIL Q IF ONLY (1) KING 7/16" O.S.B. (1) JACK USED AT EA. SIDE EACH SIDE OF 2X BLK'G. OPENING G.C. TO W O.S.B. INSTALL (3) TITEN HDEA. . 2. 8d 5/8" x 8" EQUALY SPACED EA. END PER SIDE INTO CMU AT JACK TO HEADER, NO BASE EDGE VIEW CONNECTOR REQUIRED O.C.(3) 16d SEE PLAN P4COMMON 4" O.FOR WILL HGT. CMU 7010 Sol poll /f •. • 1� I2X4 SPF CONTINUOUS• ©ATTACHED ' TO • • :. NAILS. SEE DETAIL ABOVE BOX HEADER EACH • WINDOWOR DOOR .-L . -CMU WF39 I TRANSOM DETAIL AT ENTRY i/2" = 1'-0" PROVIDE 2x4 ON TO OF 2x8 TO BLOCK OUT 2 ROWS 12d @ TOP PLATE ATTACH w/ 3" O.C. OUBLE 2x4 (2) 12d NAILS O.C. TOP PLATE (SOLID BLOCK w/ 2x6) 48hMZ/V 2x4 STUD PER PLAN 2x4 BEYOND AGAINST 2x8 STUDS NOTE: @ ALL FXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NARLS MAY BE SUBSTITUTED W/ 2x8 STUD (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN TOP PLATE W 8d 2 112" x 0.131 NAILS (SIM. w/ 2x6 * NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) TOP PLATE TRANSITION PIPE OR DUCT W/ OUBLE 12d PINETRATION THRU TOP SPLICE TOP PLATE W/ MORE THAN 50%OF TOP ROWS 12d PLATE WIDTH INSTALL @ 3" O.C. SIMPSON PSPN516Z W/ (1.2) 16d NAILS TYP. M7A: TOP & BOTT. NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO TOP PLATE W 8d 2 1/2" x 0.131 NAILS * NOT REQ'D. WHEN QT SYSTEM IS APPLIED NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE TB13 ON SHEET 6 R-19 INSULATION AT EXTERIOR WOOD FRAME WALL PER FBC— AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION (WHEN EXTERIOR WALL IS EXPOSED TO INTERIOR SPACE) 2 X 4 P.T. I LINTEL NOTE: HOLD FRAMING LIZ' BACK FROM FACE OF BLOCK FOR SHEATING TO BE FLUSH WITH BLOCK FACE STRUCTURAL SHEATHING CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE STUD ANCHORING: STUD TO TOP PLATE: SIMPSON SP4 i �2 X4 SPF AT 15" O.C. i STUD TO SOT PLATE: �✓ SIMPSON SP4 1/2" X 8" ANCHOR BOLT @ 32" O.C. 8" CMU WALL WF21 I KNEEWALL @ ENTRY FRONT WALL 1 3/4"=1'-0" OP SPLICE DOUBLE 2x8 TOP PLATE W/ 2 ROWS OF I NAILS @ 3" O.C. / WOOD BEAM SEE PLAN FOR SIZE ,y �— SIMPSON HUC410 OR (2) HUC210 TO BUILT-UP COLUMN SUPPORT COLUMN BUILT-UP MIN. I I (3) 2x4's OR 4x4 W/ (2)-10d NAILS @ 8" O.C. EACH PLY (SHOWN A5 4 x 4) ---- (2) SIMPSON HETA20's w/(12)-16d EA. TO COL. ALT: (2) MSTAM36 STRAPSOTTOM $SPLICE TYPICAL BLOCK , CENTERED w/ (13)-I0d NAILS OVER STUD WALL �. , �� Ea TO COL. TIE BEAM WF17 I TOP PLATE SPLICE DETAIL 3/4"=1'- * CRIPPLES MAY/MAY NOT BE PRESENT. VERIFY HEADER ELEVATION HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING SIZE 2 X 4 WALL 1 2 X 6 WALL JACKS EA END KINGS EA END JACKS I EA END KINGS EA END LESS THAN 9' (1) 2 >4' BUT <9' (2) (3) (2) (2) 3 4 2X CRIPPLES @ 16" O.C. W/ SIMPSON SP2 TYP. TOP AND BOTTOM * WHEN STUD LENGTH IS LESS THAN 12' USE LSTA30 STRAPS AT EACH STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EACH SIDE FILL ALL HOLES IN — STRAP SOd NAILS @ -� 8" O/C TYP. DOUBLE 2 x 4 CRIPPLE STUD TYPICAL (U.N.OJ - * * HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS WITHOUT UPLIFT HEADER ANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE N0. & SIZE OF &GRADE RAFTER TIES EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE SEE SCHEDULE 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @12"O/C FOR 2x 10 OR GREATER HEADER DOUBLE 2 x #2 S.Y.P. HEADER W/ 1/2" FLITCH PLATE HEADER. (U.N.O.) FILLING AND BLOCKING AS REQUIRED FASTENED TO HEADER W/(2) ROWS OF 12d @ 16" 0/C UNLESS NOTED OTHERWISE 2 x 4 STUDS TYP SIMPSON HTT4 W/ (18) 16d NAILS & A 5/8" EXPANSION ANCH00. W/ 6" EMBEDMENT U.N.O. OR 8 1/2" AT GARAGE STEP DOWN 01••:[iS WF09 WALL HEADER DETAIL N.T.S. CD04 BEAM @ RAISED ENTRY MASONRY WALL N.T.S. FILE COPY ]I$S" 161M N D 0 aT VR gQ 0� b� n oD 14, n i�t1 lJL !JL {L '9A OvN� how aA� "aQ �F•�� Z=ga 13 z o Q � Nd2S m B§1On� -� Bfi�N� IL o ro 01 Q D�Hq `L Z� m(J a a - (0 � g6_ Z d 0 _ M r' a ❑ ❑ ❑ (^'WWW.W.FDSENG.COM z W 0 Z n d j\ z 1J Q '9 %+, a N — LO Z^ t/) m CO C) W O IL DtA (i3 r- U _ 24 E _ 0 U W O M Q C11 O DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 I PORT ST. LUCIE IVI Job Information: 0 II z c W Lo y m � z m N 3 3 m 0 _MI LL.I Z) !7 0 W LL Model Name / Number: 2265 Plan Issue Date: Tuesday, February 2, 2021 KA PROJECT NUMBER; 21-1218 Sheet: S w Of: TYPICAL WALL DETAILS - *DIAGONAL SPACED AT 20'-0" O.C. MAX SAME SPACING AS BOTTOM CHORD LATERAL BRACING TO BE LESS THAN OR EQUAL TO 450 MINIMUM 2"x4" CROSS BRACING T (SEE PLAN FOR LOCATION) " BLOCKING , , I , (3) 12d PER JOINT I - CONTINUOUS LATERAL BRACING - NAIL OVER X-BRACE AS SHOWN- INSTALL BLKG. AT TRUSS WEBS X-BRACING - 2x4 SPF OR CONTINUOUS BOTTOM CHORD BRACING.2"x4" MIN. FOR NAILING SYP w/ (3) 12d @ EACH TRUSS WEB TB01 TYPICAL CROSS BRACING DETAIL N.rs: TB02 TYPICAL CROSS BRACING DETAIL 4d*"4 0470RREsPROVI •i• E 2X4 MIN. BLOCKING AT • �A CENTERL' LINE OF HIP/RIDGE, TYP. . v� �� •: . BETWEEN TRUSSES W/ (2) 12D 2.J ; O I ' NAILS EACH END TO TRUSS TOP �.._I . CHORD o ; - O LOCKING E ALTERNATE TO B _.. '� a®,,,dO q TRUSS PRE-ENGINEERED ING WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP ly, A __ __ TRUCTURAL PACE >; G.T. ,HE ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 In d TOP CHORD WHEN REQ'D NAIL TO TOP CHORD ~ TO PREVENT SHEATHAG ACK - - "' OF HIPPED TRUSS W/ SPAN FROM EXCEEDING RUSSE HIP 12d NAILS @ 6" O.C. MAX 24" SPAN (EITHER G.T SIDE OR BOTH IF REQ'D) (2) 12D NAILS MINIMUM (3) 12d ROOF AT 12" O.C. MAX SHEATHING PER JOINT MINIMUM 2"X4" SPF OR SYP TRUSS BRACING yy '& �+ g.`- NN In SEE *SPACED AT 10'-0" MAX a s 1n a m r� PLAN g�w F n aD r g° F 2X4 BLOCKING J � s� Dg LL W Lo a Ba+mo� HIP TRUSS �'$ a BETWEEN TRUSSES tll v - 70. „.- a=a.. Iu s SECT. A -A �t dg=LLB$ d 3 sk�g� Z Zs o_ TB03 HIP RIDGE BLOCKING DETAIL N.T.S. TB04 TRUSS BRACING OVERLAP DETAIL (TYP) N.T.S. ' £« Wmern° m 2� M'YJ' ¢ m a t33� LL r a k U 25 U J 0 alIL 000 §� WWrY.RISENG.COM z t? TRUSS NOTES: g 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 N a (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT Z r IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED M TO 8 SHEETS OF SHEATHING ON ANY PAIR OFTRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY OUT _ � 1/ v CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. N, 2. ALL BRACING (DB,CB,BS) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL W m LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT N O W i uaho. ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS, N �m S. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. m SEE TYP. TRUSS BLOCKING DETAILS U J N E SHEATHING 3 TO4TRUSS x4 AS SHOWN ALTERNATE U pN�a �' C OQ TRUSS SPACES DIRECTION ..r O Q fV o w 41111 BUS ® DAMS HOMES VERTICAL SCAB 2X6 #2 SPF 48" O.C. REVIEWED FLORIDA CONTRACTORS LICENSE N0. CRC1330146 SEE (2)- NAILS W/ 14) 12d TOP & BOTTOM OR HS TRUSS OR HCLR/Ll IN PLACE OF (4) 100 SECTION TO EA TRUSS P'Ag'y® ®• L CO REQUIRED @ RAFTERS GREATER THAN 8'-0' B-B PLIA C(i 3000 GULFBREEZE PARKWAY SEE STRUCTURAL NOTES AND NAILING ST ILUCI� * COU GULFBREEZE, FLORIDA 32563 SEEPLAN OUBLETOP DOUBLE PREENG. TRUSS PLATE SECTION B-B TOP PLATE SCHEDULE FOR SHEATHING DETAILS NTH: �y �7��C DIVISION LOCATION: 2X STUD WALL VARIES w/ ROOF SLOPE ..\ DE PORT ST. LUCIE SEE PLAN CONY. FRAMED RIDGE \ \ . Job Information: MAY BE NAILED w/ MIN. VERTICAL SCAB 2x6 42 \ 2X4 SPF BLOCKING / \ (4)12tl WHEN IT LANDS SPF 46" O.C_ W/ (4) 12d \ BETWEEN TRUSSES NEXT TO PRE-ENG. TRUSS 2x8 BLKING. NAILED @ EACH TOP & BOTTOM OR H5 OR \ \ @ 48" O.C. MAX. SIDE w/ (3)12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12tl e REQUIRED w/ (2) MTS12'S REQUIRED @ RAFTERS GREATER \ \ / THAN 8•-0' \ 2x4 SPF BRACE / \ @ 48" O.C. - NAIL w/(4) ' COLLAR TIE \ \ 12d AT EACH END & SHEATHIN EVERY 3rd - RAFTER \ \ ALTERNATE DIRECTION O \ \ CB 2X4 BLOCKING BETWEEN BEVEL CUTS ` ` TRUSSES W/ (2) 12d NAILS (OPTIONAL) @ EACH END. CONT. EACH BAY r _ ���� C® DO 00 B TB 2X4 SPF W/ #7X3-1/2" / / TRUSSES G (2) ALTERNATING DB WOOD SCREW EACH TRUSS SEE PLAN w i BLOCKING OR H5 @ 48" O.C. / / N N PRE-ENG. TRUSS \ / / M .41 N @ U CONT. ROOF SHEATHING AT TRUSS TOP M N STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP. \ \ / / /�/� � U W O 0- SEE PLAN FOR CONNECTION SIMPSON A34 OR \. \ / / O J W = 20 O B 2X4 P.T. BLOCKING BETWEEN W/ (2)-12d NAILS to DIAGONAL WOOD � 2X8 #2 SYP RIDGE BEAM (USP MP4) @ \ \ / / 2'-O" ON CENTER \ \ / / DoTRUSSES J COW V) V / � .EACH END AT 80" TRuss MAX 2x6 RAFTERS @ 2'.O"O.C- \ A / 2X4 SPF BLOCKING BETWEEN TRUSSES VI Model Name/ Number: MAX. w/ (3) 12d COMMON Y @ 24" O.C. MAX w/ WALL BELOW TOENAILS TO RIDGE BEAM 2X4 RAFTERS FOR SPANS LESS THAN \ / \ / , , ,\ (3)12d EA. END (TYP.) 2265 (SEE PLANS FOR TYPE) OD SEE PLAN CONC. MASONRY COMMON Oe AILS TO RIDGEIBEAM OR 2X4 CONT. AT STEEL WOOD VI Plan Issue Date: T & B CHORD BEARING SUPPORT Tuesday, February 2, 2021 TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/2" SPACE V KA PROJECT NUMBER: @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING SEE PLAN FOR MORE SHEATHING INFORMATION 2q i0 _q 2q O 1 1 2x4 S.Y.P. @ 16" O.C. Sheet: ^ _4 Of: TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.s. T1315 TEXTERIOR NON -BEARING WALL DETAIL N.r.s. ROOF FRAMING AND BRACING DETAILS M F1 N THERMA-TRU INSTALLATION \\\\ KEY DIFFERENCES CHECK LIST Rough openings are 114" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/1611 DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 1 1/4" EMBEDMENT INTO THE MASONRY JAMBS. A1. a. 55 SPA EVE L1 6" 6" SINGLE DOOR SINGLE DOOR W SIDELITE all Pill 3" - .. 31r _ 3n e"3 'jt3" III III f I 1 3„ 3" 3" 3" 6 6' 6„ DOUBLE DOOR W/ SIDELITES 1A rE 7 .PACE :VENLY i" 6 SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO BE 17-010 IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE FILLED PVC. PIPE. Nv o {-TOP OF SLAB in A • I Z 1 •II •11 °I IA, IIN, II ° f ` IP • IP v v d vl 16" MIN. DIAMETER CONCRETE FOOTING 1 PROTECTION BARRIER DETAIL N.T.S. 0 PACE VENLY Line valley tryoentedngdarpmOB as \ --36'MDe a•ea bl"t'io�s ryl- etemr,wfir8'n Irgs Q2 oinpei4yw ndede,mem or quirdent dr to RA.t7ake •' o not nBll within Drip 6" of Embed! each shingle Edge valley centedine In a 2' Mclean 0 asP( & regre cemem. , Cut 2" Diegonal140fl up Pe" Save 7" omero vmmed' pieces to use in 8- 8- 1' NAIL SHINGLES W/ 11 OR 12 GAME ROOFING NAILS. 3/8" MIN HEADS 6 PER SHINGLE. .Foot oed' �pe�,,�oso ,eetA ` 0a Gooso find` At1n1 Shot qoo COVT'B Coo i� 'AT 29' / �\ If ddp edge IS Cut s ngles 2' used r about 3/4" er back from if no drip edge is used. valley centerline SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY TEXTURED, PAINTED BEHIND FLASHING LOCATIONS) ETTER. WALL FINISH AND EXTENDING A MINIMUM OF 6' ABOVE B.. X a' H GALV. VERTICAL RISE OF FLASHING KTETW CAL WALL FLASHING COM. AT KNEEWALL MY PLASTER$TO SEALANT ROOFSHINGLES 'tJ FLASHING DETAILS NOTE: THIS DETAIL IS REQUIRED 66LA EERVPcIf.1J�l.:yll AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS k ROOF CRICKETS. FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF W'DOW \ AND/OR SGD FRAME MIN.) GLUE STRIP w/ ADHESIVE SEALANT & SCREW w/ 3/16" x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATION OF WINDOW ATTACHMENT N.T.S BUCK STRIPS - 1x4 (DEPTH OF Wow. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS 1/2" DRYWALL FLAT HD."TAPCON" SCREW THRU t \ THE W'DOW FRAME INTO MASONRY \ JAMB MIN. 4" FROM END AND MIN. 16" C,C, 1/8" SHIM SPACE EXT. FINISH ° DRIP EDGE WINDOW SEALANT GENERAL CONTRACTOR TO COORIDATE BACK OF JAMB SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S 2X WOOD FRAME --- BY OTHERS SHEA-ri aNG BY OTHERS CALILK BY OTHERS O"A. WINDOW HEIGHT XMPIOR M11NI, EMBEDMENT 08 6RSCREW / Il�r►DIST 'n111 aaraaraa"..En. - AMR MAX� SHrM SPACE ..._iMOfiarlr^ mail r I{alaA♦A !I `_ TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S k905.2815 DRIP EDGE iNVIDE MW EDGE AT EAVES AND GASIFY OF BHINGIE ADDIS. OVERLAP TO BE A MINIMUM EF31n (76cm)CAVE DRIP EDGES SFALL EXi CND Vin BELOW SHEATHING AND EXPENO BACK ON THE ♦ODF A MM@ALM OF 2, DRIa EWE AT EAVES SHAL_ BE PERMITTED TO BE NSTALfED EITHER OVER OR UNDER THE LNOEPIAYMENT. IF INSTAI I FD OVER THE THERE SHALL 9E A MINIMUM 41n WIDTH OF ROOF LEME NT INSTALLED MNAMUM Fastener 5peeng (Iambs, Head and Sill) Wall Running: 115pruafpin NIFM Or Bew ..5glmlle Flps joaw° ' Wnlmtila peoeaaeon Glazing Dead' 1,3/8v. FbuMing fin`-, C rESs Section view 6Rer l Vies, of Fixed Window MMmen IIT '` 511imne '., EIhrLW SAeatlihp. — Note: Wesrrond recommend Me use o/NssAMg erro/aNuhOq tapesmdel//pensaasfezedlnA5TNF2117-bl, Newevar, duezo mdazmn to aldesandbulldlnq "ea, It Is lee up to the" oserto determina Me properinatil9!tbn Of Mesa NImF .Es+7C at .. n"Eh£r Svt CIIN Eyre lnsmVrng your nr.v, the Nmlulr.re, ,ybe pz7-77kfir inspection, hot please he- suck tlwwrap to prdtea the 01D.kR Nan sera o, e and ocher daro e Onrit cwevvn o" is co -note Sep 1 Measure to be are the opening is 31W to 1/2" lar9erthan the Mndow due both verbally and hgdzanaly. • You maywish copredrill the installation doles in the On at Buis bme. a Me /rolefln Memdm es aremf Sep 2 Apply a genemis bead of sibcare toi the Deceits of the mamdlg In. ium enough slicmle to suifidently fill all voids between the fin and the wall sheathing. Step Imeltthe windowolo the coaling from the outsldc. The windm IS lAbeled'Inrlde'and butslae, but 6Mese labels have been removed the oulng brad should aways be to the lrbide of the building, Shp 4 Install shag under the all, adpsbng than until the unit Is qumre in MB opening, Share; should be abided under the all every 2 feet The wallow should be biskaf centered In the opening Wall no more than yer gap between the window and wall RM 5 Ini#10x 1-VY screw 4"hom Meconle of the fin starch and ofthe used, sill and both iambs. Sep S bWA bre renuinirg fastener in8" increments from Me caner screws tithe «seer of ea& frame nkmban. Use care riot b over bMtm the screws and pal themthrough tk fin. Abo, rredle meth* screws go in straight and do notaM the (reins b bow. Wanfaming should be a ma mum of #2 Spnke/PdEFIr. Fastenes should be#10 sae1na ofsufficient length to achieve t-3ffl'penetration slroMe wal and no leg Man Ur from ate of frimu . Fastens aldbes needed lC sech side of f2meto artmeve 8" of Frannie Mebbe 10" 36' 26" 3P err So" 59" 66" 76" Br w 68" Number ofFamners 1 2 1 3 1 4 1 5 1 6 7. 6 9 10 11 12 1 13 Stop Remove excess sificone 'squeiue our urn around the 0n and Inspect for holes or volds. Use subone,to fill any wide. Step 8 If desired, a seam Ineu icon on be applied to the interior gap bdvieen is windov, and wall Naming. If applied, ft armatbe f/re Prom b9GANDINO yYreTo ter. Sft 9 Sim these windows are typicaly usM In rooms with high nVolsone, in; teMrooms, it Is reminmended Ma[ the interior gap between the window and wall Naming also be sealed with silicone and tooted so as not to interfere YO the irstablim Of wallboard, Vim trim. Step 10 Once all consvidolm is complete, remove, the bubble wrap from the insoe and outslde of the window. If racesay, dean the oocs with a chit detergent and warm water uring a soft doll Failure to follow these procedures will Vold any and all warranties. GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION AND CALL OUTS. Product Approval Submittal Affidavit Building Address: Contractor: Building Permit: Product Design Manufacture Model # Attachment Approval # Pressures Method Roofing: CODE IKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING FL7o06.1 R-10 1st Choice COUNTY APP. NAILS. 3/8e MIN HEADS. 6 PER SHINGLE. W/ 3/8" MIN PENETRATION THRU SHEATHING ROOFING VENTS: Florida Metal FLAMCO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, FL21580.1 R•1 Products Inc. "Off -rid a vent" ROOFING UNDERLAYMENT: 1st Choice TAMKO BUILDING TAMKO No. 30 UNDERLAYMENT SHALL BE APPLIED AND FL12328-RS PRODUCTS LLC 1#30 ASPHALT -SATURATED ORGANIC FELT ATTACHED IN ACCORDANCE WITH R905.1.1 2nd Choicel Overhead Garage Doors: 1st Choice +30.0/-30.0 CLOPAY 53W5 1s x 7 2.14" P.T. WOOD JAMB WITH (5) 1/2" DIA. x 8" "J" BOLTS FL16546.1 2nd Choice +30.0/-32.0 CLOPAY 83W� FL15279.36 Swing Doors: 1st Choice +67.0/-67.0 THERMA TRU-CORP. GLAZED 2X BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" FL20461.1 GLASS DOOR INSWING TAPCONS MIN, 4" FROM TOP & BOTTOM OF INTERSECTIONS THERMA TRU-CORP. FLUSH FL20 2nd Choice +67.0/-67.0 FIBERGLASS DOOR AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM �6 119 TOP & BOTTOM OF INTERSECTIONS AND MIN. 16"O.C. 1st Choice +0/-146.3 The Tapco Group 7" Staggered IL�I�LL,.I,..I. �.,� I�n,x� �rere� ,.Ax„LI«r.„ �L,...., NAILS 1h" LONG WITH 1/8" DIA. SHANKS & 3/8" DIA. HEADS FL20403.17 N.A. N.A. Shakes AT 10" O.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL N.A. 2nd Choice SHALL BE BEYOND WALL DRESSING Windows: +40/-50 MI WINDOWS 3540 SERIES SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON FL 17676.11 1st Choice Single Hung (fin) ANCHOR WITH MIN. IA" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL 3540 SERIES HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS +40/-50 MI WINDOWS Single Hung (flange) LTH. TO VIDE WOODOF BUCK. OOR FL 17676.8 R9 3540 SERIES UVBTAIEATION THROUGH BUCK USE #8 W000 SO +50.0/-50.0 MI WINDOWS Picture Window SUFFlEM LENGTH TO ACHIEVE I%" INCH MINIMUM EMBEDMENT FL18644.3 R3 IN WOOD SUBSTRATE. Mullions: M-1926 Vertical FOR ATTACHING MI WINDOWS MULLION SECT57%CUP INTO CONCRETE FL 18504.1 1st Choice MI WINDOWS Mullion 3/16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 11,4 IEDGE M-1926 Horizontal MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUMI FL 15804.2 DISTANCE Fixed Glass: 1st Choice +50.0/-50.0 US BLOCK 625 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR FL18644.3 R-3 WINDOWS WITH MIN. 11A" EMBED. TO ALL FACTORY DESIGNATIONS 2nd Choice WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE '2rri (`h mint 5/8" MIN. EMBED. INTO WOOD BUCK. Soffit: +55.0/-35.0 (KAYCAN LTD �8" BEADED I 11/2" NAILS 10" O.C. IN 1st Choice SOLID SOFFIT VINYL DIRECTION OF SOFFIT LENGTH Hurricane Panels: 24" Ga. HURRICANE STORM DIRECT MOUNT. TOP 1/4"-20 MALE PANELMATE W/ 46 PSF EXT/ Galvanized 1st Choice q6 PSF INT. PANEL MFG. INC. Steel Storm BOLTWWINGNUTS W RS C O.C. BOTTOM 1/a"-20 SIDEWALK Panels BOLT w/ POWERS CALK -IN I have reviewed the above components of cladding and have approved their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: FI. # 56126 Name: TODD M. BORN Certification Number: FI. # 82126_ Name: Luis Pablo Torres Certification Number: FL # 87864 FL16503.4 R-3 rL16293.1 to v 0 � g v re to W 00 o� L .ale rvA O W OZ � LL LL E $� It 0Mgs` W a a w :6 wFq nm W In° -M an! m �a B SE 2 Q o`R ¢ d ¢ @ a DO U -0 UO �°2N'oj' w Pei W W�w.FDSENG.GOM ❑ I� nW z � 10 Z N a m N Z N V) c� M 12 o� � _ a w toV) c ti t!I = CM ra J m U ENE w a�m a N o o Qum FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE r Job Information: O o z 0 w o N w cM cN 3 Z HAULM J L11 :D00 LL m f ) (n / Model Name / Number: 2265 / Plan Issue Date: Tuesday, February 2, 2021 / KA PROJECT NUMBER: 21-1218 Sheet: Of: S-5 MATERIAL REFERENCE INFO (PSQ MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH SELF -ADHERED FLASHING `WEATHER / RESISTIVE BARRIER FOLD UP WEATHER i RESISTIVE BARRIER & TEMPORARILY SECURE WOOD FRAME CONSTR. - EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOISTANDUP WALL BY 61N. \WEATHER RESISITNE BARRIER SEAL TOPS OF JOISTS --� UNDER DECKING SELF -ADHERED FLASHING (SEE DETAIL WP07) HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weather resistive barrier barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather reslstiver banter back over head flashing and O seal with tape 2 SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW W PO 1 FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIORSHEATHING REFER TO TECHNICAL I S7% LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING " DO NOT FLASH OVER BOTTOM NAILING FLANGE IA SELF -ADHERED FLASHING HALF ROUND WINDOW (' SELF -ADHERED FLASHING / DECK PROTECTOR SINGLE JOIST SELF -ADHERED FLASHING \H0.8362x;DECK JOIST SELF -ADHERED FLASHING CEMT. FINISH WINDOW HEAD Ir SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A 3/4"-1" BEAD OF CONSTR. EXTERIOR SHEATHING ADHESIVE. TO BE APPLIED UNDER / THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND J OR EQUAL WEATHER PROOF CAULKING �I SECTION -A -,,, (SEE DETAIL WP02) SELF -ADHERED FLASHING SELF -ADHERED FLASHING NAILING FLANGE t 2 SEAL TOPS OF JOISTS UNDER DECKING $ (SEE DETAIL WP07) FWP041 SELF -ADHERED FLASHING DECK PROTECTOR VDOUBLE JOIST SELF-ADHERI ERIOR 1T. FIN. .DING PAPER PE n : 12.0 in cm : 30.5 cm) E LATH -DING PAPER F-ADHERED FLASHING 5141TITA IilY1 I, (D SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER SELF -ADHERED FLASHING CEMT. FINISH WINDOW SILL me & HEAD Y FROM FLASHING PATCH WINDOW UNIT FLASHING REQUIREMENTS R703.1 General. Exterior walls shall provide the building with a weather-resim-mt exterior wail envelope. The exterior wall envelope shall include flashing as described in Section R703.4. R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed In if manner that prevents the SLOPE accumulation of water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as 0.3 in : 12.0 in SELF -ADHERED FLASHING required by Section R703.2 and a means of draining to the exterior water that penetrates the exterior cladding. (0.6 an : 30.5 cm) SELF�ADHERED FLASHING PRODUCTS DETAILS asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved waterresistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 far Tye Water -resistive barrier. One layer of No.ive barrier t asphalt felt shall be applied horizontally,Witit the upper layer lapped over the lower layer not less than 2 Inches. Where EXTERIOR i joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the CEMT. FIN. s WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. water.reslstive barrier manufacturer's Installation Instructions. The N0.15 asphalt felt or other approved water -resistive PER FBC-R (CURRENT EDITION) 703.7.3 barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a I u manner to meet the requirements of the exterior wall envelope as described hr Section R703.L R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least WIRE LATH equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer Detail Instructions provides a separate continuous plane and any flashing (Installed In accordance with Section R703.4) Intended to drain Refer to the number marked as ® in each detail that corresponds to the to the water -resistive barrier is directed between the layers. BUILDING numbered Items In the list of Instructions below: Exception: Where the water -resistive barrier that is applied ever wood -based sheathing has a water resistance equal to or PAPER 1. Install selfadhered flashing in order as shown by numbers greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater 2. Install flashing and weather resistive barrier to form water shedding laps absorbing layer or designed drainage space. O3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membnmes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions,. Metal flashing shall be SELF -ADHERED FLASHING •v layer) - for ease of installation and to minimize embedded in the adhesive Y ) flashing shall applied orro ion resistant. Fluid -a (led membranes used as as s a be a od in accordance with the c s g pp pp CEMT. FINISH SILL/ POTSHELF/CHIMNEY SHOULDER WPO3 SCOI'Ing CUTS Instructions. All flashing shall be applied in a manner to prevent the entry of water into the will cavity or penetration of 5. Remove all release paper per standard installation instructions and water to the building structural framing components. selfadhered membranes used as fashing shall comply with adhere to substrate using a square piece of flashing material (6" x 6" AAMA 711. All exterior fenestration products shelf be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and vontractlon, ASTMC1281, RUBBERIZED RUBBERIZED ASPHALT MInI11TUm) AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in y g ASPHALT ADHESIVE 6. Fold as Shown by errOWS exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved ADHESIVE SELF -ADHERED FLASHING 7. Angle Of Comer may very, adjust folding of the flashing accordingly to fit flashings shall be installed at the following locations: tight to corner ti 6. Mechanically fasten as necessary 1.Exterior window and door openings. Flashing at exterior window and dour openings shall extend to the surface of the SCORED exterior wall flnlsh or to the water -resistive harrier complying with Section 703.2 for subsequent drainage. Mechanically RELEASE PAPER attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed .� in accordance with one or more of the following: (BEFORE FOLDING, SWRE RELEASE PAPERto EXPOSE AONESIVEIVBAaskowm 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instruction. Where flashing Instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. MECHANICALLY FASTEN AS 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 NECESSARY IN CORNERS THROUGH the water resistive barrier for subsequent drainage. Openings using pan flashing shall ineorporate flashing or protection SELF -ADHERED FLASHING at the head and sides. 1.2 In accordance with the flashing design or method of a registered design professional. 1.3 In accordance with other approved methods. 1.41n accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ V 23. WDMA 300 or FMA/AAMA/WDMA 400. 55 2. At the Intersection of chimneys or other masonry construction with frame or stucco walf$, with 16 projecting lips on both sides under stucco copings. 4 Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 7 S. where exterior perches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. SELF ADHERED FLASHING 7WP06 INSIDE CORNER 7. At built -In gutters. )HERED FLASHING 5 14 ING TO THE MASONRY OPENING (HEAD, JAMB, SILL) IN WP08 AACCORDANCE WITH PPLYA LIQUID HTHE MANUFACTURER'S RECOMMENDATIONS, BEFORE W P09 INSTALLATION OF THE BUCK/RECEPTOR. WINDO UNIT SLOPE 0.3 in : 12.0 in (0.6 cm: 30.5 cm) RED FLASHING WIRE LATH BUILDIN a PAPER EXTERIOR CEMT. FIN. $ WP11 SELF -ADHERED FLASHING CEMT. FINISH PARAPET WALL SLOPE 0.3 in: 12.0 in (0,6 cm: 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. WIRE LATH BUILDING PAPER O WP12 Cement Plaster in accordance with ASTMC926 over wood2nd floor 'Cement - Plaster over block ' t st floor Note: The building paper acid metal lath must be installed over the top of the weep screed. - 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Metal Flashing 3 1/2" Unperforated Flange 7/8" Weep Screed Maintain Bottom of Weep Screed 1 10to 2" Above Roof Sheathing Block Slab OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE Cement Plaster in a in accordance with ASTMC926 Felt tracked metal lathe in accordance with ASTMC1063 Building Paper sheathing Keep top edge of weep screed 2" below top of block Vulcum cauk bottom joint only Metal Flashing 3-1 /2" Unperforated nge 718" Weep Screed 1/2" Cementltlous Decorative Finish All Inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Vulcum caulk for all 2 1/2" Perforated Flange 1/2" Weep Screed Install bottom edge of weep screed 1" below finish floor . O r�- TWOS ��'� JJiaeJ4ar' EV .m 10 o � ro I` �v5 .GoEy W 3g a�JJ OeeI w 0 � iL rL N O LL Qde_ of j �� �{ j ,0 �as�m{5 Zi9 Q a v3i xvv i5 •z i 2U S sn£5_i p � �7S IL m �$ 0 0 Z 0) o J V) $ 'as www.losauc.coM ' ❑ ❑ ❑ (9 z_ o z g $ z J N a. ry m a4 Z N 1 j LL W +.+ y W � Y Ln W rr to = �m oil x0- . C OD! . OQ A DAMS HOMES' FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZEE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE f Job Infomation: I..L. O F_an a z � c W o c / m E d M N i v a ZCO 0JLLJD o J m CO (n r Model Name / Number': 2265 Plan Issue Date: Tuesday, February 2, 2021 r KA PROJECT NUMBER: 21-1218 Sheet: W P' Of: WATER PROOF DETAILS J