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Home My WebLink AboutBuilding Plans_ TERMITE SPECIFICATIONS: S RbCTURAL NOTES: STRUCTURAL DESIGNCRITERIA INDEX OF DRAWINGS R313.1 CAST IN PLACE CONCRETE CODE CRITERIA TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, SHT N0: TITLE 0 S I U COMPRESSIVE STREN C NCRETE HALL A ( ) WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY 8 BUILDING RISK CATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE C EFFICIENT +/- 0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 3OFT ASCE 7-16 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF' AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA ® 5O W 27.8 (+) 27.6 10 (-) 29.9 (-) 37.0 (+)' 26.5 (+) 26.5 '.20. 0 128.8 (-) 34.4 O s 0'. I ® 50 (+J 24.8 (+) 24.8 (-) 27.1 (-) 31.1 aF �0 Ytt' (+) 23.4 (+) 23.4 100... (-) 25.7 (-) 28.8 DIAGRAM GARAGE DOORS, SOFFIT 9'-0" x 7'-O" 16'-0 x 7'-O" (-) 51.3 (+) 24.3 (+) 123.3 (-) 27.5 26.0 GENERAL PRESSURE NOTES NOTES: 1. 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 1N THEWIND-BOURNE S RIVE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 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 u ° !I e r ° r %:0% ' TOF p ' ww`gZ"ENSE °• g1CC 00 OF O PY L.. eee v H n v 0 g "i OD .g2 g M aD n g G°exca 311 552t X6 FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORD N - TOP CHORD DL (PSF) - v D� z w INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING .BOTTOM CHORD LL 0 (PSF) SEE FLOOR PLAN FOR ACTUAL PRESSURES m�� I IN "FS W a SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED PRE ENGINEERED WOOD TRUSSES a m a •!L w D IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BOTTOM CHORD DL 5 (PSF) = LL "u5 © = `� 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 _ E B -�'" 00 Z7 SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION STRUCTURALPLAN PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT 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 LOADING m u & 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: was III a m m C12S1, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPOR IONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO GAME ROOM 60 (PSF) COMMMENTS: a e 2 A` J a SURFACE OF EXTERIOR WALL FINISH. TOTAL DEAD LOAD. BALCONIES/ DECKS 40 (PSF) � 0 6 N 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 T TO THE4. 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) Is° u 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) g$ �� www.DsrrvscDn ❑ ❑ ❑ • EXTERIOR WINDOW/DOOR OPENINGS. THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. LIBRARIES • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME WALLS. 6. DESIGN SPECIFICATIONS FOR LIGHTWEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. CD u� 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. READING ROOMS 60 (PSF) • UNDER AND L THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, STACK. ROOMS 150 (PSF) z g • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. _ - o • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME AND PERMANENT BRACING AND/OR BRIDGING AS REQUITED FOR ERECTION AND FOR THE PERMANENT STRUCTURE, EACH SUBMITTAL SHALL BE SIGNED GUARD RAIL 0 HAND RAILS (d) 200 (PSF) : N •o CONSTRUCTION. AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER, SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. GUARD RAILS IN FILL COMP. (f) 50 (PSF) z¢ • 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) • 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) UPLIFT CONNECTORS FOOTNOTES z N �.� ice?. ...... 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSSANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERSd. A.SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG IN WALLS THAT ARE EXPOSED THE TOR TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES, THE MEMBERS OF THESE WALLS WOULD w v NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR f. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A rC5 0 MORE INFO. HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. 'U ,! 0 °J 7 � '7 FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: ru �' I. MISSED "1" BOLTS FOR WOOD BEARING WALLS MAY }p,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 tltieblock of these 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 �, ai 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 . _ l , 2. FOR MISSED VERT. DOWELS DRILL A 3 4" DIAMETER HOLE 6 DEEP AT THE LOCATION OF THE 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 F ° °' / THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENTrThEPDXY (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 m 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 a', N d eo PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY responsible for any plan errors, omissions,or misinterpretations DURING BOND BEAM POUR. CONTROL OF CONSTRUCTION SITE: '�. AZA undetected and not reported to the Designer / Engineer prior to DAMS HOMES 3. FOR MORTAR JOINTS LESS THAN 1/4",. PROVIDE (1) 45 VERT. IN CONC. FILLED CELL EACH BIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. construction. All construction MUST be in accordance to the TO FOOTING I. 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 OFTHE information found in these documents. Any questions regarding U.- 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ 4)'A"x 2sA" 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 QualityFLORIDA CONTRACTORS LICENSE NO. CRC1330146 MASONRY AND (7)-10d NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LBS (USE (2) MTSM16 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 backcha es Y411 be considered MISSED CONTRACTOR. TO. INSTALL 2 SIMPSON HGAM10 W 4 1 4" x 11 2" SDS SCREWS AND 5 1 4" x 2 1 4" TTTENS 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 forreimburse 3000 GULFBREEZE PARKWAY O / O / / O / / PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED TO, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER ment by the Designer/Englneer without advanced NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN 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. notification antl approval by the Designerthe /Enter er. GULFBREEZE,. FLORIDA 32563 Payments will be made In accordance to the terms of the agreement MISSED. CONTACT THE FOR FOR SUBSTITUTION. DIVISION LOCATION: CODE REFERENCESARESUMMARIESOFCODESECTIONS. PORT ST..LUCIE 5. IF MISSED, ' NAILS 6 D /8' A NCH R BOLT S: ET IN SI R 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL GEDISTANCE. SIMPSON NCE. w/ (26) SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Job Information: 1Gd x 2-1/2" NAILS AND 5/8" ANCHOR BOLT SET' IN81M SON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT FOR JF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. _T REVISIONS 2� a-5 -o G2 - >_ f�",lIEWEID FOR DATE DESCRIPTION ---- --O COMPLIANCE --- LUCIE COUNTY ~ ' D A M S H 0 MILJ_�d' S z D 13CDCC O -- - Of Northwest Florida®® zC.) _jMU)c oLt ® Model Name / Number: 3000 GUI FBREEZE PARKWAY GULFBREEZE9 FLORM,A 32563 FILE Copy 2508 V Plan Issue Date: Tuesday, March 9, 2021 KA PROJECT NUMBER: MODE'L 2508 3CF 21-1217 Sheet: 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 W r °. (") 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. 8„ OPTIONAL CURB FOR F.F. VARIES MASONRY @ ELEV: 0'-0"— ' - W/ (1) - #5 BAR CONT.. " e i - x 2 STORY: 20" X 20" • °•"•' REINF. LO`I l W (3 - #5 CON1T. 16" (2) #5 SEE PLAN REBAR 16„ (2) # 5 REBAR BEARING FM01 SINGLE STORY FTG 1/2•=11-0" FM02 I SECTION @GARAGE 1/2" 1'-0" REINF. SEE PLAN _F F. 8. (1) #5 REBAR CONT. FM03 ITHICKENED EDGE 1 1/2"=1'-0" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. 2x BRG. WALL- ^` IF GREATER THAN 24" CONTACT FOR OR (SEE FLOOR PLAN FOR REFERENCE FMASW FOR STEM WALL OPTION MORE IN PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE OF GARAGE DOOR. EXTEND 6" BEYOND F.O.M. EACH END, TYR. GAR. FIN. FLR. dl�N ALIGN. DRIVE W/ BOTTOM OF O 2 #5 REBAR RECESS & PITCH DRIVE n �;', ; 2 STORY: 2W X 20" 4" CONIC. DRIVE W/ 1/2" EXP W/ (3) - 05 CONT. 2 STORY: 20 X 20" JOINTS 10" O.C. TYP. 16" (2) #5 REBAR FM09 I SECTION @ GAR. DOOR 1/2" = I'-O'l FM1"0 I INTERIOR BRG WALL 2x BRG. WALL 2 STORY: 20" X 20" (SEE FLOOR PLAN W 3 • #5 CONT.', FOR MORE INFORMATION) EE P N 4" 16"" 4" 24F5 REBAR FM11 STEP DOWN BRG. SEE PLAN OPTIONAL CURB SLOPED GROUT _ OR MASONRY AT TO DRAIN 4"x 4"x 16" m. , ELEV. 0'-0" WITH CURB O (1) #5 BAR CONT. (G.C. VERIFY) 20 z F.F. REINF. 76 1/2" = 1'-D" =1 SEE PLAN TYP. SEC. A (SEE PLAN) d 2 #5 CONT. INSTALL LINING ^ `_. ,w : w 2 #5 BENT BARS W/ MATERIALS PER " y y MIN. 25" LAP SPLICE FBGR P2709.2 MUDDED FLR. 16" SLOPED TO DRAIN MIN. #5 CONT. FM14 I SECTION '@ RECESS SHOWER I J./2"=r-D" FM18 TYP. STEP FTG, DETAIL ALTERNATE: REINF. THE REINF. BARS SHALL BE GRADEl CONTINUOUS AROUND CORNER #5CONT REINF. SEE PLAN BY COLD BENDING THE BAR WITH SEE FND. FOR MIN. BAR LAP OF 25" QUANTITY #5 X 25" X 25" o c CORNER BAR ONE N - FOR EA. HORIZ. iv REBAR, TYP.U.N.O. 1/2" - 1'-0" (2) #5 REBAR 16" A/C CHASE 4" PVC SLEEVE 2 STORY: 20" X 10" THRU FOOTING WA3) - #5 CONT. FM19 TYP. CORNER BAR DETAIL 1a/2"=1'-0" FM23 TYP. FND PENETRATION 1/2"=1'-0'' STEMWALL SCHEDULE IFOOTINGDIMENSION MAXIMUM STEMWALL NUMBER/SIZE OF BARS LAT. F.C. SPACING (D.C.) d 1 STORY d 2 STORY b 1 STORY b 2 STORY HEIGHT (h) IN STEM WALL 0'-0"-2'-0" 8" 10" 16" 20" W/ (2) #5 BARS <674# 8'-8" >2'-0"-3'4" 1,0" 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" W/ (5) #5 BARS CONT. >4'-0" - 5'-4" 16" 18" 48" qg" & #5 @ 18." D.C. TRANSV. 1162# 2'B" SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL SEE CHART ABV. -MAX F.C. " e " SPACING (O.C.) A A •, W.W.M. TO BE TIED TO #5 CONT. REBAR (1) #5 HORIZ. CONT. TIED TO EA. VERTICAL REINF. BAR #4 TURN BAR 0 STEM WALLS GREATER THAN (1) #5 HORIZ. CONT. TIED TO EA. VERTICAL REINF. B FIN GRADE-8" MIN. 'r -•• TO TOP OF „ STRIP FEB.COMPACTED CIPAN FILLIN Td MAX 17 LIFTS STRIP FfG. W/QTY OF "MIN. COVER REINF. PER SCHEDULE (3 SHOWN) FMASW I STEM WALL SCHEDULE FILE COPY NOTES: 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 VERT. F.C. ABV. PON. #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.IFSTEM 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 *1s^ 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK @ 16" .C. O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" TALL (TYPICAL ALL CORNERS) C. 6.IF STEMWALL IS WITH IN 5'4" OF POOL OR WATER FEATURE FOUNDATIONS 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. 8. R403.1.4 MINIMUM DEPTH. EXTERIOR 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 0,®NTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL Nis g§ g m InmW m ^ f In m r- i �i d w �-J w W N 3 a� O Zi"291 z X'0 1g83- PUBF91 3 � u'7 0(2 ED LIII �jPm m m J at 5@E4@ 0 o" N O o BEu 2. aU °� � � WYNJ.FDSENG.COM ❑ ❑ ❑ z z_ o Z n J N a y — 04 R Z N w T 0 w 2 0 � c O W0E O y oIQ FLORIDA CONTRACTORS UCENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: 3 z an W c w 3 d z m N 3 d vI W (n cn Model Name / Number: 2508 VT Plan Issue Date: Tuesday, March 9, 2021 KA PROJECT NUMBER: 21.-1217 Sheet: ®ILI Of: FOUNDATION DETAILS LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING S.F. LIVING = 2,508 x 3 7524 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 200 GEN LIGHT'G & RECEPT. + APP. CIR. = 36,524 SUBTRACT 100 % OF FIRST 10,000 10,000 A= 26,524 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP) 10,000 B= 20,OD0 CIRCUIT CALCULATIONS FIRST 10,000 AMPS 0100% = 10,000 + 40% OF "A" _ (.40 x 26,524)=10,610 +100%OF "B" _ (20,000)=20,000 TOTAL WATTAGE = 40,610 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 170 200 AMP PANEL PROVIDED BIBB — — — — — - — — — — - — — — — - — ..,. - — — — — — — — — — — — — — — INSTALL FAN \ ''INSTALL. FAN BOX PREWIRE BOX PREWIRE INSTALL FAN \ " \ P,BOX PREWIRE 'I \ a WP GFI a INSTALL FAN BOX PREWIRE` , --- GFl IFI / I ' FI C.Da¢=� r �I V\ I i 1 FOR D/W FAN I I ' kl INSTALL FAN I ' I I I F�PREWIRE Fi O_ BOX PREWIRE I , ', \ I FOR HOOD I I G LLJp\'q ' ,R - II I � FI' \ - .— GFI _ � �yI ; \4F7, E + I Ni7 - l I �� CM „ di r -- ----- FI INSTALL FAN BOX PREWIRE o / J WP � / KG , GFI M I I / / � 3 in i r GliI I I h OO / I �. INSTALL FAN - _ '_ II I ISO, � W.H. -- - BOX PREWIRE' ' , �F42" ELECTRICAL PANEL w / / I NOTE: �. LOCATION OF METER AND PANEL BOX ICJ WP ' �\ TO BE BY BUILDER. IF NO GARAGE SEVICE GFI / ' DOOR IS PROVIDED A DISCONNECT SHALL w / ' I BE ADDED AT METER LOCATION. / I , ATTIC ELECTRIC I , / IF REQ'D BY CODE GFI „ — " GFI ` FOR GARAGE GFI \ NOTE: KEEP COACH LITES OUT ROUND , QUO W EN ' DOOR OPENER FOR 00 OPENER ® ® OF BANDINGINGUOINS,AND POSSIBLE, REFER TO ELEVATION -------------------------------------------- - FOR TRIM. ' ( — GFI HOSE Cl 42" BIBB COACH LIGHT. ` _-'- -. COACH LIGHT - _ -_, " _ _ _ - - �� COACH LIGHT ELECTRICAL PLAN SCALE: 1/4" = 1'-0" ELEVATION "CR" 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 21.7 6. PROVIDE AFCls (ARC FAULT CIRCUIT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTIONOF 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. R315A.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 SHALLBE 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 R4501.17.1.14. 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 OFTHE 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 S SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH FLOOD LIGHT $4 FOUR-WAY SWITCH $DM DIMMER SWITCH FLUORESCENT LIGHTING �} CEILING MOUNTED FIXTURES TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE o CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT ' 2 DOOR BELL CHIMES WP WATER PROOF W/ GROUND FAULT 0 220 VOLT OUTLET @— DOOR BELL ® SPECIAL SERVICES OUTLET D0 DISPOSAL TV❑ T.V. CABLE OUTLET DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING J I JUNCTION BOX WATER PROOF O RECESSED LIGHTING THERMOSTAT BATH FAN O LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT I C INTERCOM SYSTEM ® L.E.D. DISC LIGHT ® GARAGE DOOR PUSH BUTTON r h OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED ..xp,: COL+ SAMEAS UNDERGROUND WITH ELECTRICAL CONTRACTOR 200 AMP SERVICE �°. 200 = 2/0 COPPER OR 4/0 ALUMN. IN 2' CONDUIT METER MAIN DISCONNECT 200 AMP A/C DISCONNECT UNDERGROUND SERVICE BY POWER COMPANY # 14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL #12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER #.8 COPPER fFjl�lC�r C0 INTERSYSTEM # 8 TO HVAC ' LG BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER 0) APPROVED GROUNDING ROE) 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, � 00 F ,5 mg W `Pi 00Do x aF at #.ik. m s°g 19r��s z ° 2 LL o m m sI.'2� F Z. a -eak °'$29 E 0 tl s y o ��a� h. �S NNM'.RA4ENG.CgN ❑ ❑ O z o -g 2 z z IN a N z Zto ;r �yl N �jm � � y W '�J Q w i c a � O c ttrry� TOv@NE ma Q N o m A DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. L.UCIE Job Information: O Z ca 4) U 2 O y I1 00 N M N N z F-`SUm -- a ®JLw=) "� J00W(n VI Model Name / Number: 2508 VF Plan Issue Date: Tuesday, March 9, 2021 ® KA PROJECT NUMBER: 21-1217 Sheet: 4 Of. ELECTRICAL PLAN W owNose� VENTILATION CALCULATION Formula = SF / 300 / 2 * 144 = net sq inches of venting needed equally Soffit product Provides 11 4.12 n exhaust TOP OF BLOCK W'DOW HEAD HIT ED q io FIN. FLR. CJ 00 F BLOCK FIN. FLR. 6 LITE TEXTURED CEMENTRIOUS COATING 23 SH 12 s 25 SH LEFT ELEVATION "CR" SCALE 3/16" =1'-0" BRG®ENTRY -_-._-_-_- BRG_ @ GARAGE T.O.M. - W'DOW HEAD HGT - o BO ZD 0 o � DI FIN FUR N 4'10" COL ON LITE TEXTURED 28" HIGH BASE CEMENTITIOUS COATING TOP OF BLOCI OP DD io FIN_ FLR., _ _ , REAR ELEVATION SCALE: 1/4" =1'-O" 72" HIGH COL J 3068 DOOR MTH (2} ON 28" HIGH 12" SIDELITES & BASE(2) 16"TRANSOM FIXED GLASS ABV DBL 26 SH 16" TRANSOM ABOVE 8x7 OVERHEAD -VORRi TOP OF BLOCK o'4 QY.'.GY' �d 4�: .-{ n1� ,tr N o) W'DOW_ HEAD 7 .�`. :v O t^'"s N ____—_—_—___—.,s___—_—__ --_ 2C N.j * PM of i <qa 0 W O .. LITE G MENTIITIGUUSS COATING.. 0 3 RIGHT ELEVATION I'M' SCALE: 3/16" rtrooN �d�pp' O to c0 go A 40mgo r- i? F S�a�»a: �> U Us ee �Li Egg's w a gmmgs` Q. ui y s33 8¢ :To zoo a 2 b ow 212 a WWW.FDSENG.COM ❑ ❑ ❑ Z z z � ZI al al � Z r N nn1 FYI ow W li (Do � Y V) +� f W 2 4J1 c (J —N E ".EVIEWE FOR SO W asx _ 8 _� PLIANT a'I d o�p Cha'0 I �,,U ,CIE COUNT®: a', Nam �m B CC pa s H0MKs FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE FILE Copy V Job Information: 12")i22" SCORED DECR. LOUVER W/ 4" BAND L.L N O N ® z c LIJ ° y O .$ ^� N — / � ca cv 3 3 m `a z p_ILu� o10- J CC � � LL ® Model Name / Number: 2508 ® I Plan Issue Date: ED El 0 ❑ E _ - Tuesday, NMarchUMB R: 2021 �� F.F. V KA PROJECT NUMBER: 16x7 OVERHEAD 21-1217 Sheet: �a Of: FRONT ELEVATION "OR" �5/ SCALE: 1/4" =1'.0" ELEVATION - C R ** ALTERNATE SPAN RATED 32/1.6 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING 20'-0' MAX 20'-0" MAX THICKNESS IS 15/32".) IF 15/32" IS SEE DEr. TB03 l USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP CTIONS G.C. TO PR( BLOCKING" W/ APA RE( FOR SPAN F 7/16" OSB SEE "HIP/R BLOCKING" 01411, Sol mill mill mill MA MAN mill I C BOTTOM CHORD GABLE END BRACING @ Z-OP CHORD 2X4 #2 SYP. 4'-0" O.C. MAX. FOR FIRST (4) BAYS BLOCKING @16" O.C. MAX FOR FIRST (4) BAYS NOTE: 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 NTS RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft WIND SPEED (ULTIMATE) 160.0 MPH WIND SPEED (ALLOWABLE) 123.9 MPH EXPOSURE CATEGORY B EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG, iWIND AREA (+) VALUE DENOTES PRESSURE (SO FEET) (.)VALUE DENOTES SUCTION [4.12)-(12.12] a=4R AREA ROOF 1 3e 3r E?2E,*1 10HIP -37.02 51.06 -58D8.99 76.03 -8.99 .99GABLE 37.00 �7.00 O 1 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE ANDTILE)' r ZONE 1: ASTM F1667 RSRS-03 (11 NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r- ASTM F1667 RSRS-03 (10d) NAILS @ 4" O,C. ON EDGE AND 4" O.0 IN FIELD T ZONE 3, 3li 3r ASTM F1667 RSRS-03 (10d) NAILS @ 4" D.C. ON EDGE AND 4" O.0 INFIELD ROOF SHEATHING; Q Q SHINGLE: 11132" EXP. 1 (422D) TILE: 132" EXP. 1 (li NOI 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 ae' x 0.113") NAILS r r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1592", SHEATHING SHALL BE FASTENED 'k WITH ASTM F1667 RSRS-0310d (2W x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS R 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GALE ROOF > 20 TO�DEG RAFTER W/ BLOCKING @ 11 O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4.121-[12:121 @ 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 SCHEDULE PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR SLOCKINGAT ALL EDGES.A MINIMUM SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN III. O NAIL AT BASE 2 ROWS @ 4"O.C. w/Bd COMMON NAIL. © NAIL AT TOP PLATE TWO ROM @4" O.C. w7 Sd COMMON NAIL. O NAI L OPENING PERIMETER w/(2)ROWS @4"O.G w/BG COMMON NAIL O NAIL INTERIOR AT 8° O.C. w/ Sd COMMON NAIL O STAGGER ALL VERTIGAL JOINTS & NAIL @4.O.C. W/ Bd COMMON NAIL O PLYWOOD SPLICES@HEADER - NAIL SHEATHING TO HEADERw/8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP 8 SOTT. © (2)So NAILS 03'O.C. TO EACH TRUSS END OR VERTICAL MEMBER IF GABLE END. 15131 - EXPOSUREI SHEATHING PROVIDE BLOCKING I H H I AS REQUIRED PER SECTION X-X IF NOT _ I ____yl-___ - FULL HEIGHT SHEET - -_-- FLOOR --- - © FLOORSYSTEM ---- - ------------ - NOTE; Btl NAILS FOR WALL SHEATHING MUST BE MIN.131"X2 Fir, DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Is' (2)-2X TOP PLATE BEYOND 15W OSS EXPOSURE 1 `. SHEATHING -� - - - - - __ __ 11 ---11 11----, 11 F II 4I II 'll I 1 I I I 11 I I SOLID 2x BLOCKING o I1 I II '.II O ALL SHEATHING 111 I II II I III EDGES Ji 11 II II II III I) II I (SEE SECTION X-X) QF III III NI C 1I III II� 11 '1 I In II D II I nl III OPENING In a 11 11 1 II L_-JL---1L- -1 ---J III I I II II Bill III ill C iiI x I ii II yOw III II __ __--- III III a II II I EII III -1 IIIIII III lIiI II 2z TD8 BEYOND. w W 8 -*I '--- - II I III1 1I I 1 1 II 1. ll II 1III II I 11 II II III II 1 SEE PLAN x -' m� III I I I II 1 IRA II II I It O =0 2 I I III I I II 1 [ I 1 11 1 II I Ii 11 I III - I I I I I 111 I 11 II t III I1. II II I m III I 1 11 i III 11.' II II III I iL II I III 11 II JI I ALL SHEATHING \ 2X RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM VERTICAL HORIZONTAL WALL ELEVATION DIAGRAM 3/8" -S" c NAIL SPACING 3W AT! /-1/2' s li2•' � s SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING J Pt D^ N W i J 2x4 P.T. BASE PLATE BEYOND SEE PLAN ATALL PANEL BLOCKING LOCATIONS MIN 2 X4 #2 SPF TURNEDVERTICALS 7H8' FLITCH PLATE TO WI W 12d TOENAILS EA, END. NAIL FLITCH RATE TO VERTICAL W/ 14) Bd NAILS VERTICAL BLOCKING SECTION X-X 'B13 WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES I N.T. o, CONNECTOR SCHEDULE FOR: ADAMS HOMES- Model 2508 3CF OR IT,, Ceilings ' TRU5510 BEARINGPOINT TRUSS ACTUAL CONNECTORCONNECFOR UPLIFT DESIGN FASTENERS NGtE6 UPLIFT RATING C1-05,e7,E7T,E7V-E7VGHJ,Hll L/R -298#or less HETAl6/PER TRUSS MFR 1810# (9)10x 1-112" (9)10dx 11 B04-B05,806C-B08C,809-BIT L/R -603#or less HETA36/HETA16 1810#/l8ID# 2 (9)10dx1112 (9)10dx 11/2 All -A13,A14C,A15-AIRB12 1 -868#or less HETA16/1 1810#/10401, (18)10M x 1112 (19)10dx1 1/2 F01. L/R. 418 For less H10A/H10A 104n#/1040# (19)10d x 1 1/2 (20) 10dxi l2 All L/R -1896por less (z)HETA16/(2)HTS20 2365#/2620# (48)10dx11/2 DOTS L/R -354#orless . H25A/H10A 565#/104T# (10)Bd u3i dDd x 11/2 (10)Ed D01,DD2 L/R -730#orless H25A/HIOA/H1OA 565#/ 1040# / 1040# Ctsj 10dx 1-1/2 (18)10d x 11/2 (9)106 x 1 1/2 A06, A07C, AO8C, L/M/R -1164#or less OCTAL 6/IDA/HETAl6 1810# / 1040# / 1810# (18)lad x 11/2 (9) lad x 11/2 (9)10d x1-1/2 Am, Mill L/M/R -1044#orless HETAl6/MT512/BETA16 18104/ 990#/ 1810# (14)10dx11/2 (9) Old x 11/2 9 a0a SI 1 z A01A A02-A05; A10 L/M/R 3044 pones HETA16/MT512 1A10A 1810#/DEEP /lOHOp (1)d x11/2 ) Old P 1 1/2 (18Ol (20)10d 11/2 A09C L/M/R -2424#orless (2)HETA16/(2)LGI3/ 2365#/3279#/2365# (28) 16d SINKERS (2)HETA16 20 10d 1-1/2" ' B03 CONT. -84 PLF r, less TOENAIL 330 POP (1)lad 4s OC P):440R14 /5+T PBI PRO CONT. -224#orless PERTRUSSMFR A09C SUPPORT COLUMN C8 10INT#18 -2424#orless HOU$SD825 ,S545# (14)1/4"x 21/2°SO5 W3& 5/0 EPP, ARhO@F A* grt MIN RMeE4 , (1)1/2 WBdaeAGONGA&(8)'.. AIJ SUPPORT COLUMN C2 IGINT#11 -1896#orless DTTZZ 2yp5# 1/4' x 1.172 SOSSo,,al DATE OF TRUSS CUT SHEETS TUR R PRONUIIO DATE OF WYOUT 4 2D2D TRUSS MANUFAC E L= LEFT,R RIGHT&M = MIDDLEBEARING$ BEARING LOCATIONS ARE REFERENCED TO TRUSS MANUFACTURERS TRUSS DRAWINGS ' OR TRUSS BRACIN AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 TRUSS PLAN I'M' SCALE'. 114" =1`0' SIMPSON- CONNECTOR. SCHEDULE USP- CONNECTOR SCHEDULE TYPE CONNECTOR 8 FASTENERS SPr I" CONNECTOR&FASTENERS ME SYP FRAMETO HETAl6 W(WI Old 1.V2' OR. 181b 111'gIBWRO)10px11TI'OR 1585 1870 MASONRY HETA20Bar (9)1 IS x 1112- HTA20 W DO)1Wx I iti FRAME TO FRAME 14215AWHOBild INML9 6,°A 666 gi']AW(10)Btl WDL9 016 6B6 FRAME TO HlMwl(18)lwx11/4' Iwo lod, FFPRAw417)10d x 1167 696 102D lJ I FRAME H10A2vvFH8)10dx1VTAT2PLY1RU86E6 93U 1040 RTI&2 WIIB)i0dx1112'AT2PLV TRU88E8 035 idea O FRAME TO M7812.kURIOdi IRA°(ATEx.'TFAIOR ISOLOCATION MRN12W(14)111111T(ATIXTERIOR 1196 FRAME LOCATIONINCLUDE(3) I24TOINIALS INCLUDE (3) IN TOENAILS)t00.9 O FRAME TO MET w/(MI1 Od NAILS AND 018' ATR. W 12' 3a% MUGTIO W(2&)1 OI NALB AND SAW' A.T.RW 44% MASONRY EMBEDMENT W SIMPSON-8ET'EMAY 1 Z EMBEDFAFN'Tw' SIMPSON'9El- EFOON3330 OFRAME TO NTESBO.W41101 x 11Iri EXTERIOR THIS BillLOCATIONINCLUDE( H1YIlOWl24)iOdx1 IN(ATIXTRSOR. InIS 163D LHTEDS) NNQ WE (9P2a TOENAILS lMTOMPAIL9 (2)HcATral4NCUDi(0)MTFX 2250 2tl0 (2)"A"""Y(461104x 11M (AT ExTERx)R 2570 3060 NLS LOGTICN INCLIDE(8)12tl TOQ2AL8 LOCATION INCLUDE(e)12d MINAILSIFA) H(f2w/H16)101NMLSAW(2)Sl0' ATA HUGT2w(VIEd NAILSAND(2)5M" ATA. O Y W12"EMBEDMEM W7SIMPSON "SET• Imo W 12'EMBEDMEN-WSIMPSON MT., 7020 9790 EPDXY (HfTTa FORSHiY) EPW('I (HUGT9FOR SPLY) O EFRAME FGTRWIIS)i/4"x1SDSW00D SCREWS 340D 445(4)3/Ox8'WEDGE-ROUT7IW RFUSW(12)WSSWOODSCREWS ANDO Y AM(211/rA5' TITEN MANCHORBOLT9 (1)LOT2 W(1511WSINIIO &FPW'.2LUVTITEN2 1760 "M ENOTEa68 LOWO ©2 MASONRY/ ('2)LO=od(M)18CSINBERS Ii IN"x2114-TITENRPLYTRU39) 3506M 401bM (2) LUGT2 Y#(32) lad SINKERS &(10) IRE x3" WEDG6BOLT(2 PLY TRUSS) 31MM 3100-M FRAME OR l W SINKERS FOR FRMIE RSI (EN 0240E g)xFF OR 2 16d SINKEILR FOR FRAME R I (E'U eB00F 4826E QMASUNRYA FRAMETO (2)IATBW(24)11YxV09wmm 6(8) A'8' x 4 TIll N(2 PLY TRUSS) 473DM 1357046 (2) CLIMB Pf(24) 1W x 211Y W826 SC7WS&(4) 3/8" x Y WB E? MY TWM) 6480.M 7=4 FRAME OR (NL)180 MNKEA9 FOR FRAME (EA) 6610.E BillBillgi(6811Bd SINKERS FOR FRAME (EA) Alai 7710.F SEAMTD H1LL100PT HUC410W(1MiBa&(10710d COMBD HD410 OPT 140410IF W(ED) lad &(1011Dd GbBGW O BEAM NNGS Union lli413 UNIOM BrALt i0 H 410 W 18 TREN HWIO OPT UO ( 1 GX4600 HD4100PI'ID41gFw/ 2 1/4^x3° 1 q G#3355 L MAsp+RY ^ w" 1 NAIL v4 � 4 & 1N IRA s un600 WE T 1 'MIL DGEaoL a(10 a s u#aso L2 BEAMTo Mq KU45 OFT HUGS W(6) 1 WNAILS& 4 T MA6. REN ) GIBIl V8B60 GTPJOW Ua1135 HDISOPTHW5WRIB1GINYUL9& 12 11fx23M'TAPCONB MAB. ( ) (m ) won UR1030. GING16 ua FRAME RAMS R OR (tI)IBp&(6)IOtl (FOR FRAME) R(12)Had&1 SYP-F 9YP-M OR Rzf led &(8)1Dal (FOR FRAME) SYP-IF &YP-M ENSURE TO HETA (2) HETAI 20 1920 1930 AIS OFT 2 HTA20 HK ( ) 1870 OM MASONRY LYW(F RIa 1-PLYW(10)1111) 2385 2385 1-0LY (10) Ed 2130 1112'OR 2-PLYW(I?)16d 2-PLTWI12J 1Bp HTSM16 .11 WAILS AND (4) IN52 IW 958 1110 HTWM10 W[N1 O1 NAILS AND (4) 11Px73N" 1148 IMB FRAMETG TAA SONS WEDO BOLT O MASONRY HTSM20 W(10i10d NAILS AM (4) 11452'/4° 966 1110 HIGIMUND w/(I a)' Got NAILS AND (4119s II 39" TAPCON9. WEDGEEOLT 1146 1226 OFRAME P T° MIN W(8) Bd M 12° NAILS AM (2) 31 910 MASONRY MAN HER]80 FRAME TO DTTI(8) loll III' SOSWOOD Oil or(9) V4• zH N-WliOVAOD O MA90NRY SCREMAND(1) 12'g A.T.H. BROAED W iB35 2145 SCREWSAND(1) 1/4"BA.T.R. EPOMEDwI 1510 Hall SIMPSON"SET'BEENCTEk4 SIMPSON"8ET° ENOTE64 FRAME HTTISWRS)166#12"NAILSAIN )M8°S HTT46.Na)I8d.16'NA&SANDH) "8ET O MAwWBY ATR. EPDXIED III SIMPICAVL)T' 43> 8090 Mfi"S A.T.R EPDXIED WINMPSON - 5005 NO NBELOW NOTE#4 BELO FRAMETO PRT4 WEB) led w Fw NAILS AND (I) NB' 0 HTT46W(1B)16px21R'NA23NI0(1) "BET SO MA9CHRY ATR.EPDXIEOw181NP80N'BET" E NOTElN BELOW) MO 4405 SIB'S AT.A EPDXIED wI81MP80N (SEE HOPE" SELF - 4160 T O FRAME TO FRAME H109W 10tlx112'NAIL8 R41 J85 910 L UOT1W 8tl x1 1/2'NAILS �) 8T6 10.16 OFRAMEm U HM9KTW(4)1As,1 Vi'Sti WOOD 7W 780 MIN I% lad. 11R"NAILS& 1395 1395 Mg90NM SCREWS &1511Nk21/Y TAPCON3 H)IN"x11/-TAF'COTH9 FRAME TO VGT Y9(1B) Tell MASS WOOD SCREWS O MA60(4HY (1) 6M°B A.T.R. EMKIED W SWMON"BET" 366S 4*0 W iT MIN EMBEDMENT FRAMETO (2) VGTW(32) 1ANY SOGW000 SCREWS O MASONRY SCOS IFA.TR. EFOXEDw/SINPEON $170 "as'SET'w/ISMN. MBEOMENT O FRAMETO VGT W O D I/4GS-90SWOODSCREWS& HDIN-9D925 wt (10)1H"/21/YSOB WOOD 32ge 1&Ba MUGTISw/ (22)10a NN16&MT4E w/(181 - 41W FRAME SCREWS & D) 518'BA.i.R. 1W NM1381U M8•BAT.R. OFRAME TO R)HTT6 -1116Cx21rz"NAILS& 4375 St% CDHTTn WH62)ISdI2lTN1AILS - " FRAME (HB8'9AJ.R(9EENOTE44) &(I)51S-BAT.R iBEE NOIE#4) GPNcwu (VwnacTT(fw wince. 1. CANNECi ALLi LO KIHU6&E IVIMERIVKB FANGWOODWAILS/BrAMSWI(2)lWTOCNMLS- 2. N MUSSTOMR CONNECTIONSMEPROVIDWBYT SSMANUFACMU ,U.N.00NPU . 3. AUG. MAY USE ED'HEH SIMPSON OR USIPCONNECTK)NS, SEE FRAMING PLANT MR CONNECTOR CALL OUT, 4. FOR SINGLE PLY TRUSSES, SCAB ON FULL HEIGHTGYP&12-M-OTRUSS VERRYCALW®W(2)ROWSOF lad NAILS 0 YO.C. STAGGERED. S. iT MIN.A.T.R. EMBEDMENT 6 END BOND BEAM U.N.O. 8. SCAB TRUSS CHONDodAW' NSYP V WATCH CHORD LUMBER all(2)ROVJ9 lod dr4"FROM END& 4' O.C. RED: CENTIeRAT CONNECTOR LOCATION A9 MUCH MUCH A AS P098BLE. AO MINIMAL CONNECTOR CROON FRAMING PLAN L. CONNECTION FOR ALL ROOF IFL°ORTHIISSESTO MASONRY WALLOLOWEL9/ ICFWALL9 UNO ON PLAN 2. CONWnONAT24"OR32"O.C.PENDINGVEATICALSFORALLFIOORTnOSBESPARH).ELTOMASONRY WALLS SEE DETAIL FBIMKLI FOR MORE INFORMATION 3. CONNECTION FOR ALL HIP JACK WPNIER JACK) TO MASONRY WAL IIOF WALLSALINTELS 4. CONNECRON FOR ALL CONTINUOUS RIM BOAFO TO TOP OF MASONRYA°F 57' O.0 MAR. W(2) AT EACH CORNER. G.C. TO VERIFY LOCATION DOES NOT CCJFLICT WTJI (if APRIGASLE) LAYOUT 5. CONNECT ALL FLOORTRUSSES TO INTERIOR BEARING WOW WALUBEAW w1(2112d TONI O MIMMALCONMCTORUNOONMAMIN°PL 1ONNECTONFORJAOKTRUSSTOWOODWALL RSEAM lam/ MIMMALOONNECTORUNOONFRAMPli ROOF FRAMING NOTES 1. SHINGLE OR METAL ROOFING SYSTEM (SEE ARCH.) SHEATHING " SEE [RSH) SCHEDULE THIS SHT. FOR SII & FASTENERS ON PRE- ENGINEERED WOOD TRUSSES AT 2'-O" 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 IS TO BE NAILED WITH Sd NAILS AT 4" ON CENTER AT ALL EDGES AND THEN S" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 NOTE IF ROOF TRUSS LAYOUT SHOWSDTO IS LAYOUT HAS FRAM ER BEEN PROVIDED BY THE 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 (EA.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, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FDS. -.I Y FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 ILE COPY C.M.U. OR ICE WALL ° METAL DRIP EDGE 2 x SUB -FASCIA WALL SEE TYP. .-ALUM FASCIA SECTION - 2x4 P.T. FASTEN TO C.M.U. W/ 11/2". LONG T-NAILS @ 2'-0" 0!C. - SECURE J-CHANNEL @ 12' O.C. - CONTINUOUS VINYL G.C. SHALL VERIFY SOFFIT MATERIAL CAPAII TO RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDIN§ WIND PRESSURE TYPICAL SOFFIT SUPPORT DETAIL m y.C, �� a� • ly i' J " ILL . OF rft aim •..FL ` N g g YLDNCC to 1 00 Fill F U) t0 1- g�w QQQpPjR.,�¢bg( d EE B�\ a IY" 5R1 CC g Z O Q 2 g www@, �1gIL c "@avZN d ME a�1 B o N O �.W 5 - 00 WMACEMENG.COM. ❑ ❑ ❑ Z Z IN a * Z fi I _ OLD aI V) = c 1- _qM2 tTS U �C4EEIn t U = O N � w 1QIm FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE IF Job Information: 1✓J N m f�® W O N c � Q) mN 3 z F- U m 3 4 aa) E _I m (%) (1) 00 u Model Name / Number: 2SO8 ® Plan Issue Date: Tuesday, March 9, 2021 �KA PROJECT N JMEIER: 21-:12.17 Sheet: ROOF FLAN A LINTEL SCHEDULE SAFE GRAVITY APPLIED GRAVITY SAFE UPLIFT APPLIED UPLIFT COMPOSITE LINTEL NO. LENGTH=FT. LOAD f PLF1 LOAD PLF LOAD LOAD PLF BEAM 861 1� 17'-411 950 PLF 172 PLF 404 PLF 78 PLF M NBMUM IJNTEL BEAM: 1 COURSE LINTEL — 0. 9'-4" 1843 PLF 200 PLF 1133 PLF 50 PLF 1 161 MINIMUM BLACK W/1#5 NON-SHEARWALL SEGMENT GR00 PSI GROUTMIIN.25" 3 7%6" 2661 PLF 921 PLF 1634 PLF 552 PLF 8F16 1B/1T LAP (ACI 530) TYPICAL SHEARWALL SEGMENT 7'-6" 2661PLF 1349 PLF 1634 PLF 400 PLF 8F16 -1B/1T a ALL SHEARWALL SEGMENTS EARLLED CLL 4'-6 6112 PLF 172 PLF 2724 PLF 78 PLF 8F16 -1B/1T s RIB.AR At for ^'w'° '° EACH END WITHOUT CELL EA 4Vl' CLEAR AN OPENING BETWEEN. ® 12'-011 1254 PLF 190 PLF 559 PLF 133 PLF 8F16 -1B/1T ; ;? cn.a FILLED CELL; ;r FILL BLK. CELLS WITH 3000 P.S.I. Q 4'-6" 6113 PLF 1796 PLF 2724 PLF 421 PLF 8F16 -1B/1T 4 ,• msour SHOWN ON THE FOUNDATION SHOWN ON THE CONC. STAB SEE FOUNDATION PLAN F PLAN AND FLOOR PLAN. 25 MIN. LAP ' (ACI 530) €p rt%M . At pott°F FOR MORE INFO ' O of I.iHnl. GAV1 TOP OF SLAB e Tan Rs"r°Rcllw T-as"Actua. PR°vivm sm�m+aL a" Nq'1MAL YOOfH NOTES: TYPE DES{CsNATION 1- ACCEPTABLE LINTEL MANUFACTURES INCLUDE: MS02 TYPICAL SHEAR WALL SECTION N.Ts. CAST-CRETE OR QUAILTY PRECAST COMPANY F. F,LLE° WnH 6XIOUT I U. LNF6 QWMRY OF W RFBAR AT m M�°AVI ( LOTTS CONCRETE PRODUCTS, WEKIWA CONCRETE PRODUCTS.) 5FI6-I5/IT ® © © O �MAII.WAG� AT OP Id MATERIALS 1. Pc precast Ilntele = 3500 pal. 2. fro prestressed lintels = 6000 pal. 3. f'o grout = 3000 psi w/ maximum 31W aggregate. 4. Concrete masonry units (CMU) par ASTM C90 w/ minimum net area compressive "reth =1900 psi. 5. Rebar provided In precost lintel par ASTM A015 GREG. TYP-S. TIE BEAM W/3000 P.S.I. Field leper r ASTM A615 GR40 or GR60. PB CONC. CON W/1 #5 REBAR CONT. Prestressing strand per ASTM A418 grade relaxation, Sill SON SP4 W/B) -10d X 11/2 SP6 OR SPS FOR 2x6 AND 2x8 WALLS 7. wire per 7/32 wile 8. Mort Motor per ASTM C270 type M or S. M 02 0 type P e4P - GENERAL NOTES a DOUBLE 2x TOP PLATE 1. Provide full mortar head and bred pints. 2. Shore tilled Iimels as required. 3. Installation of Iirtal must comply with the architectural S • STANDARD HOOKS SEE and/or structural drawings. MSO5 FOR MORE INFO 4. Urals are MMUNI Aured with 15-1/2" long notches at the ends to accommodate vertical cell reinforcing antl gnoting. PP. FILLED CELL W/3000 5. All lintels meet or exneed L/360 vertical deflecthon, except lintels 17'4" and longer with a nominal height of 8" meet or exceed L/180. h P.S.I. CONC. W/1 #5 REBAR VERT. 6- Bottom field added reber 10 be located at the bottom of the Iirnel cavity. 7. 7/32" diameter wire stirups are welded to the bottom steel for EARING WALL mechanical anchorage. HEARWALL S. Cast -in -place, concrete maybe provided in composite FRAME WALL III In lieu of concrete masonry unite. 1 9. Sale load ratings based on rational design analysis per ACI 318 and ACI 530 'La .. M.U. 10.Lintel min. depths are called out on lintel plan. If ountractor installs a deeper Ilmel than in4lcsted on the plan, doing this Increases Me strength of the Ilydal and Is approved without englneering letter. If a smaller lintel IS Installed contam rSYP/SPF 2 SW/SPF P.T. w/ for approval. /2- X 8" "I" BOLTS ORFOR /2" %8" E%PANStoNORS SAFE LOAD TABLE NOTES OR(6)3"X1/4' ONS OR 7/8" HILT] TIX DNI 1. All values based on minimum 4" bearrg. Exception: Safe loads for unfilled lintels must be reduced by 20%If bearing length Is less then 61/2'. Sate loads for all NICesaed lintels based W 8" nominal bearing. ?x BASE PLATE SEE PLAN FOR MORE INFO 2. N.R. - Not Rated. 3. Safe loads are total superimposed allowable load on the section specified. 4. Safe loads based on grade 40 or grade 60 field rebar. B. Additional lateral land capacity can be obtalned by the designer by `I 1•'� j cc providing addlonal reinforced masonry above the precast lintel. 1 J1d' 6. One #7 rebar maybe substituted for two #5 febars in 8" lintels only. FRAME( /BRG/ HEA ALL 0 7. The designer may evaluate °oncenualed loads from the safe load tables by MS03 N.T.S calculating the maximum resisdng moment and shear at d-away from MASONRY CONNECTION DETAIL the face of suppoR. S• For composite [Intel heights not shown, use sate load from next O 5 O ser height 9. All safe loads in units of pounds per linear Poo[. All safe 20" MIN. LAP #5 REINF. BAR A BAR #4 GINFORCING „ 25" MIN. LAP #5 REINFORCING BAR #5 STD. 90° HOOK #51 AP SPI ICE SCALE:1"=1'-O" N. LAP #6 REINFORCING BAR a rNA� nF GO 11 N O.1 #5 LAP SPLICE I MSOS I REBAR SPLICE DETAIL - GRADE 40 1 N.T.S. I ATTACHMENT REQUIREMENTS SEE TAPCONS SPACING #.ROWS. 2 x 4 1/4" X 2114' 12' D.C. 1.... 2x6 1/4'X2%" 12'C.C. 2 2 x 8 1/4' X 2%" 12. O.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. 'PRECAST _ _ _ _ _ _ _ w ILINTEL w a (2) 2X P.T. > BUCKS W/ 1/2' O.S.B. BETWEEN FASTEN PT2 ' NAILER TO ' MASONRY IF DOUBLE 2X NAILER IS USED, USE 114"X 4 1/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED MS11 1 2x BUCK DETAIL N.T.S. O ELEVATION "CR" FOR .Ia4NCE :.'E COUNTY ;ulocc PRECAST "U" LINTEL w/ 3OOOPS1 CONC.. GROUT SHALL BE FLUSH AT OPENINGS SEE GENERAL CONCRETE WITH TOP OF WALL UNTIL SCHEDULE FOR REQUIRED REINFORCEMENT HURRICANCHOANE Lk # STD. 90 HOOK R G F1 1C ANCHORS _ F1 (� rl (TYP.) L1 )i it tBARN BOTH SIDES STD. 90 DEGREE NG U.N.O: ANGLE 3000 P.S.I. CONC. W/1 #5 D . REBAR BLOCK F R FIRST COMP FOR MU COMPLETE CMU COURSE BELOW SILL 6 FILL SOLID W/ (1) #S BAR FOR ALL WINDOW OPENINGS 6'-6" B'x8"x16" CMU U.N.O. SEE UNDATION PLAN SEE FOUNDATION PLAN FOR LOCATIONS MS01 I BLOCK WALL REINFORCEMENT TYP, BOND BEAM 8" x e" x 16' K.D. LINTEL BLOCK FILL W/3W0 P.&I. CONC. W/1 #5 DIA. REBAR INDICATES FILLED CELL FROM FIG. TO BEAM WITH 1 #6 BAR MIN. TYP. DOWEL 25" MIN, LAP (ACI 530) I Lij LU Fr �Y'A'"•. �� PEE ©: i O 4) 7 r g m LO 1 W h In ao r` Es s V h9 I' C2 ii €�gmed m&'r�9c w a GI°0O° a O ti m a W w � a z Z�§ Ix. Y �35 � a x bus.. ar 'sa�s 3 � 3 mx�wg� 12 g O 6 J (D 9 as WWw.FDSENG.COM ❑ ❑ ❑ 0 Z p o z 8 a — to Z � to 0 J W � I � « I owX 4 c Ot 00 pO ' Q ol d W! FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: 2 y m O N C 0>r (a0 °�° CN 3 4) 2 I--- Ne V m 3 cH a ® ® —1 W//'� ��/� 20 LL J LLJ V/ VJ F Model Name / Number: 2508 Plan Issue Date: Tuesday, March 9, 2021 rF—TA PROJECT NUMBER: 21-1217 Sheet: S /, ®ii■ 1 Of: LINTEL PLAN 2x6 #2 SYP P.T. ° W/ (2) %"x8' WEDGEANCHOR 0 OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT W/ WASHER, MIN. 6 PER TRACK TO JAMB. 6 (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. b SECTIONAL ® OVERHEAD DOOR CONT. P.T. #2 ttttaaasriie (TRIMWOOD SYP2"X6" o ,;gto40 2"x6" P.T. WOOD JAMB q J .• v�° �l� N N LL O O C7 DOOR AND CONNECTION 4�R: GARAGE SLAB o (�� ¢ r GARAGE DOOR MANUFACTURER Y ,e A •, 6 v 9 TYP. GARAGE DOOR L � sa� ^�S � 1 O. � +•�``� � TRACK MOUNTING DETAIL D ®`4i11jllc® MS12 OVERHEAD GARAGE DOOR ATTACHMENT �aa E-Qp, � tj8 a�gp ui a 3's BLOWN IN R-30 INSULATION PER FBC t j Q Z 2¢ m zowt b AND ENERGY FORM SUBMITTED WITH `8I a d i � PERMIT APPLICATION PROVIDE BAFFLES W S m O AT EAVES (FOR VENTED ATTICS) - W � BLOWN -IN R-30 INSULATION PER 12 S" a Z `M E I� d FBC AND ENERGY FORM SUBMITTED __ __. FIBERGLASS SHINGLES OR WITH PERMIT APPLICATION ' TILE ROOF PER ELEVATION El 12 SEE PLAN ( ) PROVIDE BAFFLES AT EAVES OVER APPROVED UNDERLAYMENTin ?9 Z o a O SEE PLAN (FOR VENTED ATTICS) PER FBCR 905.1.1 OVER ARA v J w PRE ENGINEERED WOOD ROOF SHEATHING - SEE SCHEDULE- FIBERGLASS SHINGLES OR TRUSSES @ 24" O.C. 11 �°-'� "'w ww,v.FOsarva.con+ TILE ROOF (PER ELEVATION) SHT - ON FRAMING SHT. FOR � SHTG &FASTENERS. ' OVER APPOVED UNDERLAYMENT o PER FBCR 905.1.1 OVER APA 'MM TRUSS CONNECTION a Z ROOF SHEATHING - SEE SCHEDULE- �/ �l TRUSS ANCHOR (SEE PLAN) ° - INFO &LAYOUT DESIGN z 0 � j,t- ra n�a \J I�J�..f�h�..>\.J`J�J�I�K.h.J „--� 4 1 --- -.-- --__- PRE-ENG. WOOD [RSH] - ON FRAMING SHT. FOR _ _ SEE PLAN FOR � - _ _ TRUSSES @ 24" O.C. — - — - — - '. �y Q � SHT'G & FASTENERS, 1/2" DRYWALL • • BRG. HT. SEE PLAN FOR ��c�+ a `n ----- r— —,_� —.� ..) i TRUSS ANCHOR (SEE PLAN) FELL' PAPER OR • ' °' ETAL -"-_— I 1 TO BE INSTALLED ON OUTSIDE TRUSS PLATE TOP OF BEAM ] Z - 2X SUBFASCIA DRIP EDGE ' SEE ROOF FACE 3/4" P.T. NAILER •' � I'I -_FOR BEAM SIZE& �• � �, �' ,.y-� -- 1/2" DRYWALL SOFFIT. SEE ARCH. j ({ yCONNEC N^INFO m wd --t METAL DRIP EDGE PLANS p CURTAIN NAILER fi 8 x 8 x 16 K.O. 0 w 2 1/2" DRYWALL 1 x4 P.T. @ WINDOWS LINTEL BLOCK 2X SUSFASCIA 1 x P.T. @ S.G.D. n � m M CONNECT ALL 2x STUD n O.H. W/ (1) #5 DIA. REBAR & TO TOP PLATE WITH (4) „ SEE EIPV. 3000 PSI CONCRETE - ' V 16d TOENAILS SOFFIT. SEE ARCH. n w ,t o u PLANS SEE SCHEDULE PRECAST "U' EEL N HB&G COLUMN WRAP OR i 5 °�° - 1/2" DRYWALL _ n SEE PLAN FOR HEADER SIZE u 2X4 #2 SYP P.T. FRAMIN N m tQ J W/ MIN 7/16" O.S.B. w OD SHEATHING ATTACHED PER Q c MAILING SCHEDULE l0FB9d: O.H. 15/32"OSB EXPOSURE 1 ON SEE FLOOR PLAN FOR ' d DAM HO Es EXT. WALL W/ ALL EDGES BLOCKED. `� MAXIMUM O T - ZX PLATES MAYBE COLUMN SIZE & BASE ; ; Lu ADDED BELOW THE HEADER W/ EACH SEE ELEV. SEE T313 FOR NAIL ATTACHMENT: % � N (OPTION)STAPLE: 16 GA. 13/4" CONNECTION INFO. PLY ATTACHED W/ (2) ROWS OF 16d. A w FLORIDA CONTRACTORS LICENSE NO. CRC1330146 NAILS AT 8" O.C. STAPLE 0 2" O.0 EDGES AND FIELD. NOTE: 44" MAX. SILL HGT. ON N FILL CELL -(1) #5 DIA �. ALL BEDROOM WINDOWS. n REBAR W/ 3000 PSI/,, — a SECURE 2X4 P.T. BOTTOM 3000 GULFBREEZE PARKWAY n CONIC. ALL LOCATIONS ' ' SHOWN ON FOUNDATION PLATE w/ 5/8" x 8" GULFBREEZE, FLORIDA 32563 � � g ANCHOR BOLT SET IN VINYL FRAMED WINDOW w/ SCREEN n & FLOOR PLANS ' ' 4 SIMPSON HIGHSTRENGTH (G.C. TO VERIFY W/ FLOOR PLAN EPDXY 6" MIN. EMBED. DIVISION LOCATION: LOCATION OF OPENINGS IN V EXTERIOR WOOD WALLS. IF NO PORT ST. LU C I E OPENINGS ARE INDICATED, FULL v+ � • ; Job Information: STUDS ARE REQUIRED). — NOTE: 44"MAX. SILL HGT. ON f ALL BEDROOM WINDOWS. ` VINYL FRAMED WINDOW }� WI DOW STOOL W/ SCREEN CEMENTIFIOUS DECORATIVE PER SPECS PRECAST CONIC SILL SQUARE CMU BLOCK BASE W/ 1x4 P.T. WRAP or FINISH 7/8" THICK PER ASTM ," (4) 45 VERTICALS FILLED SOLID G926.98A PAPER BACKED IL R-4.1 u SEE ELEVATION FOR MORE INFO STUCCO BAND 2X STUDS (SEE FLOOR PLAN FOR INSULATION AT CMU BLOCK WALL N Fi— PER FBC AND ENERGY FORM 1 1/2" DRYWALLF//--w/ OMORE INFORMATION). SEE TB13 2 (SEE ELEVAEXTERIOR TIONS) c y SUBMITTED WIT PERMIT , �'�� COD0 c APPLICATION .FOR NAILING INFORMATION FOR +• - R-13 INSULATION AT EXTERIORWALL SHEATHING. 1 x P.T FURRING FTG. DOWEL ET DIA. REBAR Q WOOD FRAME WALL PER FBC1 x P.T. P.T. 2X #2 SYP. BASE PLATE 17" IN CONCRETE - 25" 0I AND ENERGY FORM SUBMITTED 1/2 x 8 A.B. (OR 1/2" x 8" TITEN NAILER EXTEND (AQ 530) ABOVE 00 SLAB. ALL LOCATIONS SHOWN SEE FOUNDATION M N WITH PERMIT APPLICATION " • 3 N HD) w/2 WASHER AT 32" O.C. WO D BASE ON FOUNDATION PLAN PLAN FOR FIG MIN. 6" FROM SHIELD - SEE W507 � SIZES AND O J w ^ � a SEE FOUNDATION PLAN BASE FOR TERMITE SHIELD ' SEE FOUNDATION PLAN FOR LOCATION J N Ip ti SLAB INFORMATION TOP OF SLAB F00. SLAB INFORMATION � _TOP OF SLAB — - --� — _ _ _ — _ — _ — _ — _ _ 00 — '— " —'" r- "• . " -," -� * ' — - - — - — i, . •.;", k-r x ..--+-y,. � Model Name / NumbeV J �/! 2508 CLEAN Plan Issue Date: GRADE GRADE ".. "-' ' SEE LAN FOR ;y • -' a + .`` COMPACTED i RE-BR QUANTITIES Flu m i[" = Tuesday, March 9, 2021 - KA PROJECT NUMBER:. SEE FOUNDATION PLAN -;.SEE PLAN SEE FOUNDATION �� . 16" FOR FTG REQUIREMENTS PLAN 21-1217 Sheet: ar fiiCl® Of, WS02 I TYPICAL WALL SECTION EXTERIOR FRAME 3/4"=1•-0" WSO I TYPICAL WALL SECTION - S" CMU 3/4"=1•-0" CD23 I COLUMN @ ENTRY - CRAFTSMAN STYLE N.T.S. TYPICAL FRAMING -- � 1 r-r n n n ( [ I VG IMILO WHEN REQ'D RECESSED PRE -CAST LINTEL SIMPSON SP2 TOP 8" D BLOCKTIEBEAM AND BOTTOM. TYP. STRUCTURAL W/(1) #5 REBAR U.N.O. NOTE: MAY CUT BACK 2x8 P.T. @ @ EACH 2X CRIPPLES 13) 16d COMMON I SHEATHING TOP TO ALLOW CONT. 2x4 BLKNG @ 16" O.C. NAILS(TYP) CLIP EACH TRUSS AROUND CURVE. MIN. 2 TITEN I (SEE ROOF PLAN FOR TYPE) ANCHORS TO 2x8 r• FRAME OUT TO BLOCK EDGE E (SEE PLAN) f-HEADER PER/ EXTERIOR SHEATHING LOCATION ATTACHED PER NAILING ' 7/16" O.S.B. 2x8 W/ (3) 12d .: ®® SCHEDULE T813 ON SHEET 6 STUD ANCHORING: EA. SIDE TOENAILS EACH END ®® 7/16" OSB W/ 6d STUD TO TOP PLATE: /16" DES W/ 6d -. NAILS @ 16" O.C. AT R SIMPSON SP4 2X 8LK'G. NAILS @ 16" O.C. NA HEADER TO SIDE &TOP NAILER ® FBICR WOOD FRAME WALL PON ENERGY FORM SUBMITTED , TO O.S.B. (SEE PLAN) ® AND W/ 2 - 8d SIDE &TOP NAILER 2x W/ (3) 12d WITH PERMIT APPLICATION � 2 X 4 SPF EA. END TOENAILS EACH (WHEN EXTERIOR WALL IS AT 16" O.C. 7/16" O.S.B. END TYP. EXPOSED TO INTERIOR SPACE) ��-� ��7�� 2x4 SPF CONTINUOUS EDGE VFW EA. SIDE 2 X 4 P.T. BLOCKING ATTACHED STUD TO BOT PLATE: TO 7/16" OSB W/ (2) 8d 2x4 SPF CONTINUOUS SIMPSON SP4 NAILS. SEE DETAIL ABOVE 2X ELK'G. TO O.S.B. BLOCKING ATTACHED ' W/ 2.8d EA. END TO 7/16" OSB W/ (2) 8d NAILS. SEE DETAIL ABOVE LINTEL- �'�• 1/2" X 2x BUCKS SEE MS11 EDGE VIEW NOTE: HOLD FRAMINQ 1./2" ANCHORR BOLT FOR MORE INFO 7'-0" MAX BACK FROM FACE OF BLOCK @ 32" O.C. 10 WINDOW OR DOOR OPN'G FOR SHEATING TO BE FLUSH WITH BLOCK FACE 8" CMU WALL WINDOW OR DOOR OPN'G WF01 I DETAIL @ ARCH WINDOW FRAMING m a ro 1" 145" 14 (2) 2 x 4 LAMINATIONS W/(1) (3) 2 X 4 LAMINATIONS W/ (2) (3) 2 x 6 LAMINATIONS W/ (2) ROW OF STAGGERED 1Od ROWS OF STAGGERED LBO ROWS OF STAGGERED led COMMON WIRE NAILS (D = 0.146", L= 3'9 OR EQUAL COMMON WIRE NAILS (ONE INTO EACHDE FACE) COMMON WIRE NAILS EINTO .L= OUTSIDE FACE) D - 0.'169', L OR QUAL (D=0 162"L1/2") OR EQUAL 3-1/2")') NOTE 1)) AO'15ACENT NAILS ARE DRIVEN FROM 3) FOR 4 PLY, PROVIDE 1/4"DIA. x 51/2" LAG OPPOSITE 5I DES OFTHE COLUMN. SCREWS OR EQUAL(SPACE AS SHOWN FOR 3-PLY) 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NDS SECTION 15.3 FOR THE THICKNESS OFTHE LAST LAMINATION. ADDITIONAL INFO. WF37 I TYPICAL COLUMNS DETAILS N.Ts. FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 11/2" CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) F.F. VERHANG FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ'D.] N.T.S. I I 1 WF02 I DETAIL @ ARCH WINDOW FRAMING SEE GE05 FOR ` STANDARD � I GABLE END FRAMING \ \` z -T.- 2X TOP PLATE TO I 2O2 GABLE END W/ 16d J NAILS @ 6" O.C. I a I J J 2X4 STUDS @ 24" O.C. W/ SINGLE BASE & TOP PLATE W/ PLYWOOD SHEATHING COVERING N.T.S. 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) STRUCTURAL SHEATHING q8„ 7/16" MIN. NAILED W/ 8d 2x4 STUD M/4 COMMONS @ 3" O.C. @ EDGE & 6" O.C. FIELD RUN PER PLAN FULL SHEET FROM 2x4 BEYOND AGAINST 2x8 STUDS BOTTOM OF FALSE BEAM NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAILS MAY BE SUBSTITUTED W/ 2x8 STUD (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN TOP PLATE WZ 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 PENETRATION THRU TOP SPLICE TOP PLATE w/ MORE THAN 50% OF TOP /�2 ROWS 12d PLATE WIDTH INSTALL %x @ 3" O.C. 'E15 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 SIMPSON PSPN516Z W/ (12) 16d NAILS TYP 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 I* NOT REQ D. WHEN QT SYSTEM IS APPLIED NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL OF SPLICE TOUBLE 2x8 OP PLATE 2x4 w/ 2 ROWS OF 12d NAILS @ 3" O.C" -BOTTOM SPLICE OVER STUD VF17 I TOP PLATE SPLICE DETAIL 3/4"=1 * CRIPPLES MAY/MAY NOT BE PRESENT. IF ONLY (1) KING 7/16" O.S.B. VERIFY HEADER ELEVATION (1) JACK USED AT EA. SIDE 2X EACH SIDE OF O.S.B. OPENING G.C. TO W 2 -8d EA.8d INSTALL (3) TITEN HD. 5/8" x 8" EQUALY SPACED EA. END PER SIDE INTO CMU AT JACK TO HEADER, NO BASE EDGE VIEW HEADER SUPPORT NO, OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 1 2 X 6 WALL JACKS KINGS JACKS KINGS SIZE EA END EA END EA END EA END LESS THAN 4' (1) 1 (2) (1) (2 >4' BUT <9' (2) (3) (2) (2) 10'-0" - 16' 3 9 3 4 CONNECTOR REQUIRED (3) 16d SEE PLAN SP4 O.C.COMMON � 2x CRIPPLES @ 16" O.C. 24" O.NAILS(TYP) FOR WLL W/ SIMPSON SP2 TYP. — HGT. TOP AND BOTTOM CMU_ ou II HEADER PER LOCATION---, go III Qa j � p �r� • : W1 .r NAILS @.. II LER ST .e • bF • ! • • 1 ©ATTACHED TO . • :. NAILS. SEE DETAIL ABOVE ELEVATIONSEE •' ROUND/ SQUARE•, • BOX HEADER EACH • WINDOW OR DOOR OPN'G '--CMU * WHEN STUD LENGTH IS LESS THAN 12" USE LSTA30 STRAPS AT EACH STUD WRAPPED OVER 70P PLATE & NAILED TO HEADER EACH SIDE FILL ALL HOLES IN — STRAP 10d NAILS @ 8" O/C TYP. DOUBLE 2 x 4 CRIPPLE STUD TYPICAL (U. N.0.) - °nFN * * HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS WITHOUT UPLIFT HEADERANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE 40. & SIZE OF & GRADE RAFTER TIES EACH END SEE PLAN FOR 1. (2) LSTA 30 BEAM SIZE SEE SCHEDULE 2-ROWS 12d NAILS STAGGERED @ 12" C/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @LT"O/C FOR 2x 10 OR GREATER HEADER DOUBLE 2 x #2 S.Y.P. HEADER W/ 1/2" FLITCH PLATE HEADER. (U.N.C.) 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 ANCHOR W/ 6" EMBEDMENT U.N.O. OR 8 1/2" AT GARAGE STEP DOWN P.T. BOT. PLATE VF21 I KNEEWALL @ ENTRY FRONT WALL 1 3/4"=1 WOOL PLAN TYPIC WALL SIMPSON HUC410 OR (2) HUC210 TO BUILT-UP COLUMN SUPPORT COLUMN BUILT-UP MIN, (3) 2x4's OR 40 W/ (2)-10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20's w/(12)-16d EA. TO COL. ALT: (2) MSTAM36 STRAPS CENTERED W/ (13)-10d NAILS Ea TO COL. TIE BEAM CD04 I BEAM @ RAISED ENTRY MASONRY WALL I N.T.S. L$N, UN. 30cc FILE COPY TO a) • g8_p aao5 Lo N00 Lo 0 xk OD # # 2 0•�� 6A D � 6 m tJi fJi a.'Hi roi" 8sm�r- m O -Owd W a a 3LLaw am\o a - w 3 © ud Qa_rv° CO 5 W J Zffl � ILLm ¢ 2 D t 85 Z o� s Q V) O � U '. El 11 I] r WWW.FDSENGCOM z Z c%) - U o z � 0 z Y ¢ N r V^ L ti N � ZcN m J a _ � Y OW W �c 'm riG ZD YfC3 m U —N£ m ~ IDv x and < (N' o w ago , DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32M DIVISION LOCATION: PORT ST. LUCIE VI Job Information: O a z �) W c O m c a � y m cv 3 z F-X00m T� a — OJLiJZ:) JmCn(!) 00 LL Model Name / Number: 2508 Plan Issue Date. Tuesday, March 9, 2021 KA PROJECT NUMBER: 21-1217 Sheet: 3 Of: MS18 I RETROFIT WALL OVERHANG DETAIL "'T's' WF39 TRANSOM DETAIL AT ENTRY WF09 I WALL HEADER DETAIL N.T,S. TYPICAL WALL DETAILS 2X4 #2 SYP BLK'G @ 16" O.C. W/ MAX 9" UNSUPPORTED *DIAGONAL SPACED AT 20'-0" O,C. MAX (2)16D NAILS EA. END. SEE [RSH) SAME SPACING AS BOTTOM CHORD LATERAL BRACING SCHEDULE FOR SHEATHING ATTACHMENTS. IF> 9" 2X4 #2 SYP TO BE LESS THAN (MIN. FIRST 4 BAYS) BLK'G @ 16' O.C. OR EQUAL TO 45° MINIMUM 2"x4" - 8d NAILS @ 4" O.C. IF 9" CONT. 2X4 #2 SYP W/ (2) CROSS BRACING - 10D X 0.131 @ B" O.C. EA. SIDE WALL AND ROOF (SEE PLAN FOR ➢ , "a.. z.,j SHEATHING SEE T813 LOCATION) ;A.�a'* �''�' BLOCKING FOR SPECIFICATIONS 9x4 SYP RR P GABLES 3'-0" TO 5 11" TALL 2x4 S APPRO W FFROM RIDGE 2x6 SYP L BRACE FOR THEN 48" O.0 AFqTER. NAIL w i - �. s CROSSING ATC45F° ANGLE. ATTACH RACE GABLES ACH L D TALLER. FASTEN 1 SIM ON HGA10 GABLE TRUSS // ' (NOT REQ'D WHEN GABLE IS 12d NAILS @ 4" O.C. 4'-1" OR SHORTER) ( ) CONT 2x4 SYP OR SPF SPANNING (4) RACECONNECTORFROM -. TRUSS BAYS (8'-0') NAILEDOBL09KZPLATE DIAGONAL BRACE TO SILL PLATE .w/ 10d @ 3" O.C. w/ 312d TO CHORD (MIN NAIL GABLE TRUSS (3) 12d ,, 1ST 4 BAYS) 1� TO TOP PLATE W/ R JOINT PE _d NAILS @ 0."O.C. ` �4 BAxYS .T. PLATE 1/2"x8" ANCHOR BOLT Mi NAIL OVER X BRACE AS SHOWN 2x4 S P-0R SPF BLOCKING AT 48" O.C. MIN. BEEN TRUSSES @ 48" KNOCK OUT COURSE INSTALL SLKG. AT TRUSS WEBS O.C. MAX. FASTEN TO EA. CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING X-BRACING - Zx4 SPF OR TRUSS w/ 3-12d NAILS EA. MASONRY WALL SYP W/ (3)12d C@ EACH END TRUSS WEB NAIL TOP OF "T"TO GABLE ROOF SHEATHING, SEE T813 FOR ATTACHMENT TRUSS w/ 2.12d AND 1 I OVER JACK TRUSSES, SEE �� N.T.S. N.T.S. �� SIMPSONHBw/ � TB01 TYPICAL CROSS BRACING DETAIL T602 TYPICAL CROSS BRACING DETAIL 10-10dx11/2" NAILS PLAN. FASTEN (1)SIMPSON HGA10 @ 48"'D.C. W/ 8.1/4"x11/2„>> SDS WOOD SCREWS GABLE NAIL TOP OF "T" 2x4 BLOCKING w/ 2.12d TOENAILS <�QP GIN S E & , . lm0 PROVIDE 2X4 MIN. BLOCKING AT END TO TOP PLATE / BEAM TO GABLE TRUSS w. 2-12d b6 CENTER LINE OF HIP/RIDGE, TYP. FRAMED WALL OR BEAM AND 1SIMPSON H8w/ • v 9� Ci BETWEEN TRUSSES W/ (2) 12D BELOW, SEE PLAN. 1Dd x 1 1/2" NAILS i�D i,1�1JJ CCNA HHORo cHENDroTRussroP @ WOOD FRAMED WALL @ DUTCH GABLE of iL S Yt r� TRUSS ALTERNATE TO BLOCKING GEO1 GABLE END BRACING �'�.;'qc•�..�•P\'�In A PRE-ENGINEERED VERLAP TRUSS BRACING N.T.S. '>, $ ((} ,,r WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP P >Tf 11➢8➢➢1A` TRUCTURAL PACE G.T. A SHEATHING (n ADD 2X4 ALONGSIDE RIPPED 2X4SYP #2 TOP CHORD WHEN NA H LNG ACK - - OFIH PPEDL TO �RUSSRW/ TO PREVENT SHEATHING RUSSE SPAN FROM EXCEEDING HIP 12d NAILS @ 6" O.C. MAX 24" SPAN (EITHER G.T SIDE OR BOTH IF REQ'D) (2) 12D NAILS MINIMUM (3) 12d SROOF HEATHING AT 12" O.C. MAX PER JOINT MINIMUM 2"x4" SRF OR SYP TRUSS BRACING,C F SEE * SPACED AT 10'-0" MAX g �w ogW m PLAN qU3Q m d qJt # qk �C0 ¢m LL w LL 2X4 BLOCKING # R Ts v a s BETWEEN TRUSSES $Q " Uj HIP TRUSS�' LL I'p a K O F(S _ 'T- A A OZ c 6 TB03 HIP / RIDGE BLOCKING DETAIL rlT.s. TB04 TRUSS BRACING OVERLAP DETAIL (TYP} w�;S IL BelZ N 0 cgsw U 3 (A o8 1NV4"LFUSENG.COM ❑ ❑ ❑ b z TRUSS NOTES: a 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDINGTO ANSI/TPI-2014 QRUSS 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 OFACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED Z r TO 8 SHEETS OF SHEATHING ON ANY PAIR OFTRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OFANY M CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING IDB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. i-� M • " 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 •O w C ATTACHED DIRECTLY TO THE BOTTOM CHORD OFTHE TRUSS, 5- PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. -` SEE NP. TRUSS BLOCKING DETAILS cq w r ®� U. o OlO SHEATHING 3TO4TRDS5 2X4ASSHOWN r-, _ TRUSS SPACES ALTERNATE ki N'CA, O Ad m VERTICAL SCAB 2X6 #2 SPF 48" O.C. W/ (4)12d TOP & BOTTOM OR H5 SEE OR HCLR/LL IN PLACE OF (4) SOD B CPON REQUIRED 0 RAFTERS GREATER THAN 8' 0" BEE PLAN TOP ---- -------- I(Elm, ------- !� ---- ---- --------- DAMS HOMES yMus 111If I � TRU55 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 IV FOB' 3000 GULFBREEZE PARKWAY LE SEE STRUCTURAL NOTES AND NAILING F,' �O O PL.I N, GULFBREEZE, I�LORIDA 32563 OUBLE O PRE -ENO. TRuss PLATE SECTION B-B TOP PLATE SCHEDULE FOR SHEATHING DETAILS VARIES w/ ROOF -,9` T. � CIE COWI' DIVISION LOCATION: STUD WALL BO.'CC SLOPE PORT ST. LUCIE SEE PLAN •.\ /, ♦ Job Information: \ / / CONY. FRAMED RIDGE MAY 8E NAILED w/ MIN. VERTICAL SCAB 2X#2 \ \ 2X4 SPF BLOCKING / \ (4)12d WHEN IT LANDS SPF 48" o-C-. W/ (a)) 12d \ BETWEEN TRUSSES \ NEXT TO PRE -EN'. TRUSS 2Y$ BLNING. NAILED CD EACH TOP & BOTTOM OR H5 OR \ @ 48" O.C. MAX. SIDE w/ (3)12d NAILS WHEN HCUR/LL MTS12'S REQQUUI$ IN PLACE OF (4) 12tl D 0 RAFrERS GREATER B REQUIRED w/ (2) THAN2x4 SPF BRACE \ \ @.48" O.C..- NAIL w/(4) /. COLLAR TE \ \ 12d AT EACH END & ReAF1ER14d \ \ \ ALTERNATE DIRECTION sHEATHI \ 2X4 BLOCKING BETWEEN CB BEVEL C JTS \ a m TRUSSES W/ 12) 12d NAILS IOPRD ® EACH END, CONT. EACH BAY ) Y TRUSSES U c B 2X4 SPF / (2) a4TX31/2 SEE PLAN C f/;rr I� Y ;n o ALTERNATING DB WOODS REW CH TRUSS C: ■ �• OR H5 48' BLOCKING PRE-ENG. TRUSS \ / / /�7 d3 (Y) N a N U CONT_ ROOF SHEATHING AT TRUSS TOP'" CHORD TYP. n. STRUCTURAL SHEATHING AT ALL HAND FRAMED AREAS N SEE PLAN FOR CONNECTION SIMPSON A34 OR. \ / / O J I-J :D LO O e (LISP MP4) @ \ \ / / ^ R^ J LQ u� / � LL 2X4 P.T. BLACKING BETWEEN 1 DIAGONAL TRUSSES W/(2H12d NAILS C4 AT 8'-0" WOOD 2x8 #25YP RIDGES 2'-0" ON CENTER \ \ / / / 2X4 SPF BLOCKING EACH END MAX TRUSS , , 2x6 RAFTERS 0 2'-0.01 \ A v BETWEEN TRUSSES ♦ Model Name / Number: MAX. W/ 43) 12d COMMON Y @ 24" D.C. MAX.w/ /• WALL BELOW TOENAILS TO RIDGE BE 2X4 RAFTERS FOR s LESS THAN \ (3)12d EA. END (TYP.)2508 / C p 25OH (SEE PLANS FOR TYPE) O.C. MAX 4 FTM A / (GE SEE PLAN ♦ Plan Issue Dater CDNC. MASONRY N T _ COMMON TOE NAILS T STEEL OR WOOD BE RIDGE BEAM 2x4 CONT . AT - T & B CHORD BEARING SUPPORT i/z^sPACE Tuesday, March 9, 2021 TYP. WOOD TRUSS BLOCKING AA ALTERNATE BLOCKING ♦ KA PROJECT NUMBER: @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING EE PLAN FOR MORE INFORMATION SHEATHING _12A 7 AA ii 1 2x4 S.Y.P. Sheet: @ 16" O.C. °„ ROOF FRAMING T806 BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.s. TB15 EXTERIOR NON -BEARING WALL DETAIL N•r AND BRACING DETAILS THERMA-TRU INSTALLATION�� KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard ThermalTru rough opening dimensions. P,ds 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. UrLe vaey tri' centring Be certain of the number and placement of all screws securing the frame eHamreed I Wm !-N alerproch it ngle to the rough opening buck. Consult the architect or engineer of record "'""a""""`°` gDwalam dr to concerning fastening the buck to the rest of the building structure. / CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT % no man wnnm / OPENING SIDES AND HEADER. each Inna a 1bCeMenine 2'- e2� ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE } g`eme II 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS cut 2" dwgo M trNa �,, omer SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE �la DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM e. OF 11/4" EMBEDMENT INTO THE MASONRY JAMBS, 6" 6 SPA EVE 6" 6" 6" SINGLE DOOR SINGLE DOOR W SIDELITE rul 6„ 3" 3„ 3" 3„ 3„ 3" I Ili _ III f I 3 3m311i 3 3" 6 6' 6„ DOUBLE DOOR W/ SIDELITES 7A /E w 6' !PACE :VENLY h" 6 SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO BE 1'-019 IN FRONT OF MECH. OR APP. WHEN REQUIRED 4° DIA. CONCRETE FILLED PVC. PIPE. G {-TOP OF SLAB h I 00 1 " lr r Ir I 16" MIN. DIAMETER " CONCRETE FOOTING 3. SPACE EVENLY m VT_ SEALA NAIL SHINGLES W/ SS OR 12 GAUGE ROOFING ^ NAILS. 3/8" MIN HEADS.6 PER SHINGLE. G�c Deck / valley cantedlne SHINGLE INSTALLATION GUIDE Go`#le cols"Sc07ed0�,lee 2g" / ROOF CRICKET: MIN: 3:12. SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPUED ALL LEVEL VALLEY TEXTURED, PAINTED BEHIND FLASHING E%TER. WALL FINISH AND EXTENDING A LOCATIONS) MINIMUM OF 6* ABOVE 6• X 6" H GALV. VERTICAL RISE OF FLASHING VERTICAL WALL FLASHING GONT. AT KNEEWAU_ T ENTRY PLASTER Sr SEALANT ROOF SHINGLES FLASHiNGCONT. m FLASHING DETAILS 6" HORIZ. NOTE: THIS DETAIL IS REQUIRED RAINS AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS, FLASHING DETAIL AT CRICKET f 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 WDW. 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 N THE WIDOW 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 1112" MIN. EMAEbM0"1T -ay OTHERSE€R �vocJD FRS 19 LJ00 a SCREW � CAULK BY OTHERS 0A. YnNOW" HEIGHT XTRIOI2 IN_iERttlR I rh TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S tr•I® :. MP.@)GE SHALL as MAXW UM OF 12In ON "DETERMINED IN 13012.1.3IS ill) MPH THE MaW ROOF HEIGHT did, DRP EDGES BNM1 BE NV9uA UM OF41NCNFS Medmum Fastemer5pacing (Umbs, Need and Sig) wall Frammi; 02sprucelRnelFlr Or Better _ itaxl-1/2• #10 SaewS Minimum. Penetration Glazing Read 14man ng Fln cross Section V new - Border Vide of Rlwd Window . Wisdom Irr Sillor e --- EBerior Sheathing Note: We strongtyrecommend the use or0ash/ng and/or flashing, tapes ands/npans asstcicd in A57ME2112-01. However, that to variation /a mdesend bulldtng types, IteMir up to the and user to detemNne the properlostehmt/on o/these Items, LHrVETHE:6UBBLg WRAPONI Before moiling your window, the bubble wrap maybe peeled back for Inspection, but please re-stirk to vaapm protect the bidder from nratdNa and ddw damage mmlfgMbycgWr is bornpbee. StepI Measure to be slag the opeNng.is3/8"tDlir larger than the window are both wertcagy and hotmmahy. • You may wish to predrtl is Impeach bales in mean at this rnN. Devagard Me hakrm the Hn, as are not Rep2 Apply a generous bead of Onto to Me badulce of the momtm9 In. Use enough sgoode to oftimayNl all voids between tlw An and the wall 91heathing. Step 3 Ireertthe wndmv Into me opening from the msade. The windgo, IS labeled'oilde" and 'outside, butifmass Wren haw been removed the glaring bead should ~ be to the inside of the building. Rep 4 Install shin under the sill,adluohg them until the wit is plumb in the opening. Shims should be Installed under the sin away 2 feet. The window should be basically cantered In the opening with w mom than ipir gap babreen the window, and wall framing. Stec 5 Install a#10x 3- 2"saew 4" From the coma of the tin at each end OF head, sill and both jambs, Step InstnB the remaining(edeners In r Increments from the cane screws to the center N each frame member. Use core not mova- tighten the s0ees and put Them throgh the fin. Also, make sure the SRe'M go In straight and do not muse the frame to bow. Wall P2mng Should be a mimmuhn of#2 SpnteRvir ir. Fasteners should be#10 screws of wfckst leno to achieve I-3f8° peretranari ago the wait and no k$Uan Ilr ham edgeoffrandn Fastener quedurs needed in each side of harm acbleve%'. of Frame Member 10" 16' 26" 34' 4P I 30" I sit' 1 66" 1 7,r I I; 1NP 98" NumberofFasterso 1 2 1 3 1 4 1 s 1 6 1 7 1 C 1 9 1 10 1 11 1 12 1 13 Stp 7 Ramwa msenore" wrhomaroumftflnandl mrhoksewWs. UsesilknnemNlan rods. Rep 8 Udesired, a foam ImUleton On be applied to the Medlar gap belweao the window and wall framing. If applied, dins muatbe the NON EXPANDING TYPEE MAM. Sap 9 Since these windows am WcSly used In rooms VA no mWbrt, le, batlloome. t s reccrnmended that the mterbr gap between the window and wall framing also be sealed wthsiloore and WOW so as not to IRMere, With the Installation of wallboard, the or trim. S9rg 10 Once all consbudidn is complete, remove the bubble wrap 6nm the Inside and outede.of the vriMow. If necessary, dean the bodies with a mild Sea m and warts water using a soft cloth. Failure to follow these procedures will void any and all warranties. tofiitvtaTOARF .. �•: No * 04 w so A•"• s\O°• dj�j'� •'• 0 ryd®0 ga'S 1(r0 T N GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. "w 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH, m s " a � 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. '5=9 7 In On ro SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION S �� E o AND CALL OUTS. � � � � � a "F Ui ° otz "g.° a Product Approval Submittal Affidavit a� �1 W 0 N �`�� 0=¢w D- it 3 a� 2t z Y I �� 5 3 0 BuildingAddress: Contractor: a N & o � Building Permit: � o os G Product Design Manufacture Model # Attachment Approval #� Pressures Method I°-§ '� 6MVW.FDSENQ.COM ❑ 0 0 Roofing: 13 1st Choice COUNTY APP. TKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING FL30310.1 Z a NAILS. 3/8" MIN HEADS. 6PER SHINGLE. Z S W/ 3/8" MIN PENETRATION THRU SHEATHING Q N ROOFING VENTS: DADS Florida Metal FLAMCO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, COUNTY APP. Inc '' -d FL21580.1 R-2 ROOFING UNDERLAYMENT:_ 1M Eli a TAMKO BUILDING TAMKO No. 30 UNDERLAYMENT SHALL BE APPLIED AND 1st Choice PRODUCTS LLC #30 ASPHALT -SATURATED ORGANIC FELT ATTACHED IN ACCORDANCE WITH FL12328 R9 _ a0 R905"1.1 o w g' Overhead Garage Doors: 1st Choice +30.0/-30.0 CLOPAY 6� 2"x6" P.T. WOOD JAMB WITH FL16546.8 ± +30.0/-32.0 CLOPAY 53W5 (5).1/2" DIA. x 8" "J" BOLTS - ®� L) 5 ao �! " 2nd Choice a%7 Fu5279sa r v �o Swing Doors: a o SD 1st Choice +67.0/-67.0 THERMA TRU-CORP. ALL ONE 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X3 FL20461.11 FIRERGLASS D00 TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS FL20461.1 THERMA TRULORP. SOLID AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL DAMS HOMES +87.0 -87.0 II t a — FL20461.1 / FIBERGLA OR BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM i� 'a7t 2nd Choice PLAST PRO ALL ONE TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" D.C.e , FL155115.2 LITE SERIES THEREAFTER. (TYPICAL ALL 4 SIDES) „tea„bT FLORIDA CONTRACTORS LICENSE NO. CRC1330146 THESidelights PLAT PRTRuO UCIEC � g PLAT PR3000 GULFBREEZE PARKWAY ;, Sliding Doors: BOCC GULFBREEZE, FLORIDA 32563 MI WINDOWS & DOORS SERIES 420 SGD FL15332.4 DIVISION LOCATION: 1st Choice Alum' reinforced PORT ST. LUCIE 2nd Choice MI WINDOWS &DOORS Alum. reinforced FL15332.12 ® Jab Information: Windows: }40/-50 MI WINDOWS 3540 SERIES Twin SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON FL 17676.9 1st Choice Single Hun (fin) ANCHOR WITH MIN. 11A" EMBED. TO ALL FACTORY DESIGNATIONS An ALL 3500 SERIES HOLES NOT DESIGNATED FOR TAP/CBON SHOULD BE TILLED W/ #8 SCREWS >_ +40/-50 MI WINDOWS SingleHung(flange)Or NSTAIENTLONTHROUGVIDE BUCKUSE 8BED. INTO WOOD WOOFBUCK. FL 17891.2 +50.0/-50.0 MI WINDOWS 3540 SERIES SUFFIENT LENGTH TO ACHIEVE 1%' INCH MINIMUM EMBEDMENT FL17676.2 Single Hung (fln) IN WOOD SUBSTRATE.. MI WINDOWS PF00 SERIES single FL17894.4 Hungjflnless)frame 3 N m t] 0 N t0 U M CV ® J ' A /� _I M v / (n 00 Mullions: C St Choice MI WINDOWS M•1926 Vertical M 111, FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE 16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A FL 18504.1 M-1926 Horizontal Mullion MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM EDGE DISTANCE I FE y5804.2 Fixed Glass: 1st Choice +50.0/-50.0 MI WINDOWS MI 3540 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR EMBED. ALL FACTORY DESIGNATIONS WITH ALL HOLES WITH ALL HOLEE S NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. FL18644 R-6 Soffit:. ® Model Name / Number: 1st Choice +66.0/a1.6 KAYCAN LTD Standard vinyl o apple 10" on center In direction length2"ri08 FL16503.4 R-3 Plygem / Variform Double 5 standard I Plygem Double 5 I standard vinyl Double 5 standard (vinyl) 10" staples solid 144 vented -145 FL12194.1 FL12194.2 'Plan Issue Date: Hurricane Panels: Tuesday, March 9, 2021 St C 0 ce Dade County App. ME AN SHUTTER & GLASS 24" Ga. Storm Panels 24 GA. STORM PANELS FL18293 R3 KA PROJECT NUMBER: 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: Luis Pablo Torres Certification Number: FI. # 878®4 Name: Certification Number: 21-1217 Sheet: S-5 Of. MATERIAL REFERENCE INFO (PSL) FLASHING REQUIREMENTS THESE DETAILS ARC GENERIC AND MEANT TO SHOW MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH SELF -ADHERED FLASHING FOLD Up WEATHER - RESISTIVE BARRIER& TEMPORARILY SECURE WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING GENERAL FLASHING AND WATERPROOFING METHODS TO BE :USED. building with aweather-resistant exterior wail envelope. The exterior wall General. Exterior walls shall provide theSection envelope shall include flashing as described in Section R703.4. envelope WEATHER -WEATHER _ WINDOW UNIT 11703.1.1 Water The exterior wall envelope shall be designed and constructed in a manner that the resistance. prevents BARRIER WOOD FRAME CONSTR. SLOPE accumulation of water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as TAPE EXTERIOR SHEATHING SELF -ADHERED FLASHING 10 DOWN 3/4".1"BEAD OF CONSTR. ADHESIVE TC BE APPLIED UNDER O.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. BY LAPPING RETURN 30.5 Cm) - OVER RIM JOISTAND UP WALL BY 61N. .THRESHOLD OF DOOR AND UP JAMB 6". 1. BE LIQUID NAIL BRAND OR WEATHER PROOF CAULKING (0.6 (xn : SELF -ADHERED FLASHING PRODUCTS DETAILS 11703.2 Water -resistive barrier. One layer of No. 15 asphalt Pelt, free from hole., and breaks, complying with ASTM 0226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 ps,ev®F"wi""ow� \WEATHER EQUAL asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed In accordance with the EXTERIOR barrier Installation Instructions. The NoAS asphalt felt approved water-reslstive SELF-. HERED FLASHING WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. water -resistive manufacturer's or other RESISITIVE / CEMT. FIN. 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 described BARRIER SEAL TOPS OF JOISTS f( manner to meet the requirements of the exterior wall envelope as In Section R703.1. UNDER DECKING (SEE DETAIL WP07) SUBFLOOR R703.7.3 Water -resistive barriers Water -resistive barriers shell be Installed as required in Section R703.2 and, where SELF -ADHERED FLASHING applied ever 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 HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weather RIM JOIST Refer to the number marked as ® in each detail that corresponds to the to the water -resistive barrier is directed between the layers. resistive barrier above header to allewfor flashing installation numbered items in the list of instructions below: Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or 2. Self-edhered flashing plus head Gashing underweaiher resistive barrier 3..Fold weather resistive barrier back over head Hashing and t ) BUILDING PAPER 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistivebarrier to form water shedding laps greater than that of ute Grade D paper and Is separated from the stucco by an intervening, substantially nonwater absorbing layer or designed drainage space. seal with tape 2 2 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize Raskin Flashing. Approved metal flashing, vinyl flashing, self adhered membranes and mechanically attached shalflexible flashing shall be applied ahinglsfashlon or in accordance with the manufacturer's instructions. Metal Hashing shall he corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's SELF -ADHERED FLASHING FLANGED WINDOW Scale: Nrs WPM SELF -ADHERED FLASHING - SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER \/�/ P®� Y Y scoring cuts Instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Selfadhered membranes used as flashing shall comply with EXTERIOR DOOR WITH DECK - SECTION A 5. Remove all release paper per standard installation instructions and 711. All fenestration be at the juncture with the building wall with a sealant complying FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER AAMA exterior products shall sealed adhere to substrate using a square piece of flashing material (6" x 6" Minimum) with AAMA 800 or ASTM 0920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTMC1281, AAMA 812, w other approved standard as appropriate for the type of sealant. Flui"thilied membranes used as flashing in RUBBERIZED ASPHALT EXTERIOR SHEATHING RUBBERIZED ADHESIVE ASPHALT 6. Fold as Shown by arrows exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER INSTALL SELF -ADHERED FLASHING JAMB & HEAD ADHESIVE 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit g y y' j g g g y fleshings shall be installed at the following locations: THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLANGED WINDOW SELF -ADHERED FLASHING tight to Corner 9 REFER TO TECHNICAL UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01)g $. Mechanically fasten as necessary 1.Exterior window and door openings. Flashin at exterior window and door openings shall extend to the surface of the exterior wall flnlsh or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically LETTER ON CHEMICAL. COMPATIBILITY SCORED RELEASE PAPER attached flexible fleshings shall comply with AAMA 732. Flashing at exterior window and door openings shall be Installed , in accordance with one or more of the Following: SELF -ADHERED SEL -ADHERED FLASHING, NCDAI MINIMUM8" �� (BEFOREFOLONG, MORE RELEASE PAPER TO EXPOSE 1.1 The fenestration manufacturer's installation and Plashing instructions, or for applications not addressed in the FLASHING VE aoaesivE As saowN) fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where flashing B OM OF instructions or details are not provided, pan flashing shall be Installed at the sill of exterior window and door openings. THR SHOW 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 the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection a a NECESSARY IN CORNERS THROUGH at the head and sides. SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING 1.2 In accordance with the flashing design or method of a registered design professional. 1.3 In accordance with other approved methods. SELF -ADHERED 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WOMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. FLASHING : 2 5 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with SELF -ADHERED FLASHING projecting lips on both sides under stucco copings. NAILING FLANGE t 4 ('z 3. Under and at the ends of masonry, wood or metal copings and sills. DO NOT OVER 2 SEAL TOPS OF JOISTS UNDER DECKING o1 O 6 7 4. Continuously above all projecting wood trim. BOTTOM NAILING FLANGE S (SEE DETAIL WP07) S. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. SELF -ADHERED FLASHING SELF -ADHERED FLASHING WP05 SELF -ADHERED FLASHING W P00 7. At built -In gutters. HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER SELF -ADHERED FLASHING 9 III �,, DECK PROTECTOR _ - - SHEATHING ; `�.' 7/8"Cement Plaster 718" Cement Plaster 1 m accordance with in accordance with M ASTMC926 ASTMC926 _- -- _ SELF -ADHERED FLASHING PATCH Felt backed metal _ Felt backed metal lathe in accordance ^ ,. lathe in accordance with ASTMC1063 With ASTMC1063 SELF -ADHERED FLASHING i R / DECK PROTECTOR Building Paper Building Paper ' 7/16" O.S.B. .. . 7/16" O.S.B. sheathing sheathing DOUBLE .. A Metal .. .. � Keep top edge SINGLE JOIST. JOIST SELF -ADHERED FLASHING . Flashing of weep screed '• below top of SELF -ADHERED FLASHING t 3 1/7' bl block 2 Unperforated Vulcum 3"MIN 4 Flange 7/8" cauk om :, Weep Screed joint only 5 _ Maintain Metal Flashing Bottom of 3-1/2" Unperforated SELF -ADHERED FLASHING P07 SELF -ADHERED FLASHING W P APPLYA LIQUID FLASHING TO THE MASONRYOPENING (HEAD, ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, JAMB, SILL) IN Wry BEFORE P Weep Screed 1 1/2" t0 2 Flange 7/8" Weep Screed \HO.8362x;DECK JOIST OUTSIDE CORNER Above Roof 1/2"Dec Ce INSTALLATION OF THE BUCKIRECEPTORous . Sheathing Decorative Finish Decorative Finish b • • i , All inside and outside corner will °• need to be miter EXTERIOR WINDO UNIT `' cut and caulked all CEMT. FIN. Cement Plaster butt joints need to ' BUILDING PAPER SLOPE in accordance in with ASTMC926 9• 4 becaulked using °°° Vulcum caulk for all SLOPE 0.3 in: 12.0 in 0.3 in : 10 in (DA cm : 30.5 ¢m) 0.3 in: 12.0 In (0.6 cm: 30.5 cm) over wood 2nd floor (0.6 cm: 30.5 cm) $ELF -ADHERED FLASHING ._ WIRE LATH SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER AIAI 1-1/2" WIRE LATH Cement Plaster IV V SELF -ADHERED FLASHING FILE COPY Block WIRE LATH 2 1/2" Perforated ". ,3. o• Flange 1/2" Weep BUILDING PAPER 'Cement o, Screed BUILDING PAPER Plaster over block lstfloor EXTERIOR WINDOW UNIT CEMT. IN. Install bottom Slab edge of weep screed 1" below finish floor OPTIONAL DETAIL 2 2 O Note: The building paper at id metal lath must be installed owir the top of WEEP SCREED DETAIL SELF -ADHERED FLASHING W P ® FLASHING W P CEMTSELF-ADHERED F-ADHERED FLASHING FSH PARAPET WALL �/ y P12 the Weep Screed. SCALE: NOT TO SCALE CEMT. FINISH WINDOW HEAD 1 CEMT. FINISH WINDOW SILL UNIT 25 SH _ U ---- S 16".'PRE CAST `ABOVE 16" PRECAST AI30VE OI --- L m EGRESS ° O LANAI 16681 ww 8'-0" CLG M1 O BATH 3 BEDROOM 4 U1 Hi 8'-C" CLG 8'-0" CLG OWNER'S BEDROOM / �� s'-o" cLG Q ti 45o sH 12x6 lwcd _ �J 10x6 lwc U (2) Soso sH 115 NCID o z868 10x6 lwcd 5 CO BW2 266a FRENCH 45 �_ U O N BREAKKFA T 2 rag 14x8 lwcd o'-o' c \y Q M.c — 195 6.. 6, g.. z-2o6. U �—� O 6 16 ra z J 0 g 12x12 r� E F/SH U I j 1 e/sH i r- o $x / x 9� SL ra 1 we $ 4 lwcd FAMILY ROOM e� S 25 10'-0" CLc 3 CHEN 2OM 3 o p, 0,. G 6 4» l Ox6 lwcd gp 85 12x6 1wcd 12x6 lwcd 10x6 1wcd 140 40 w 0 7" 7 w °� O'S BATH w 8'_0- CI G - -- - / " 1 p» , 1 x10 rag FILE N 1 Ox6 1 wcd " DROP LINE 10x12 .. 5 f 4, a SOFFIT ac 24x18 fbrag 1Dx10 rag 8 N I m w up Z ro 2468. 3 = IN C ,nin 0 7 aL[ R0O 0 M 2 , ^ CARDER li VJ TUB \5" 61Ox6 lwcd W W DINING ROO,,F- - _ 4 10 10 100 -0' CLG. r. - Q ✓ 8 FOYER Z 125 65 _ �ao 0 N o 0" CLG 10x6 1 0 =8x,41 VING ROOM 12x6 lwcd INVERTED HIP TO 1 w -� 2-2668 1/ w W �9 — `�8 0 C w_ K 3 WH. H4 2 68 0� R` SH x8 1 wcd _ 3p / aW2 wJo1 160 J / N 12' 1DEL 0 0 0 /-- T TRANS M AB M T. T'HLD DBL 26 'SIT 3'-4. 5'-.0' TRANS. ABVj C SEE EL - ATTIC A:N� :IMII\j SS / OD ENTRS1 o LOCATE IELD w 22" X 10 CLG W DBL 25 SIT� 4" dryer duct ` M>.3 to roof cap 3.5 TON W/5KW 0240V 1PH z w/dryer venf `box 18xl3 plea Platform by �k LU bldr ur, (� 5 bath duct o 3 CAR GARAGE - O N ry 0 to roof cap a M3 I I T 0.8. ® 8�0.�. ~ W w/ standard 70 O cfm bath fan GT U Q GT - , O L?ath duct 5„ bath duct � °O m � c \.� to roof cap GT FILE COPY Q ® 7"w/ standard 70 to roof cap s-2 �> s,2 H N 00 7" cfm bath fan—1 ig t w/ standard 70 8 X 7 OVERHEAD W N m \ \ 16 X 7: OVERHEAD _ - / \ W Z \,.. W NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED \ ARE, CALCULATIONS Q Q < 1 'INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS uvlNc 2s23 S.F. m EL J � Transfer ducts/grills sized in compliance \ with Florida Residential Building Code—M1602.4 TOTAL LIVING (AC) 2523 s.F FLOOR balanced return air. L O 0 R PLAN GARAGE 6zo S.F.EXCEPTIONS 1-3 R at i n g SCALE: 1/4" = V-0"COVERED ENTRY (BASE). 177 S.F. ELEVATION "1r R" .COVERED RATIO/LANAI 200 S.F. �• TOTAL AREA UNDER ROOF 3520.S.F. Must have 'a minimum clearance of 4 i ches around the air handler per the State Energy code. All duct has an r=6 insulation value.