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HomeMy WebLinkAboutBuilding PlansTERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA INDEX OF DRAWINGS R318.1 CAST IN PLACE CONCRETE CODE CRITERIA TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, SFIT NO: TITLE 0 0 0 HER APPROVED METHODS OF TERMITE 1 ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS) A SLUMP OF 5" - BAITING SYSTEMS, AND PESTICIDES APPLIED TO PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, E MITE PROTECTIVE TREATMENT A F THE APPLICATION OF THE T R00 TI IDE . UPON COMPLETION 0, REGISTERED TERMI C U 0 ) CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION Of SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." I PLUS OR MINUS 1% AND HAVE 2 TO 5% AIR ENTRnINMENT, AND A MAXIMUM WATER CEMENT RATIO OF 0.63. "7' T DISCONTINUOUSTEND FALL T P BARS F BEAMS. 2. H KS SHALL BE PROVIDED A S 0 0 0 3. HORIZONTAL TOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY, 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 11/2" TO FORM U.N.O. 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM', A-1064A/ A1064M.. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6", OR POLYPROPYLENE FIBERS FOR SLABS 4N GRADE TO BE MIN .75 LES OF FIBER PER CUBIC YARD. 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM A615/ FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL FLORIDA FIRE PREVENTION CODE 6TH EDITION (2017) FLORIDA BUILDING CODE ACCESSIBILITY 6TH EDITION 2017 NFPA 70-14, NATIONAL ELECTRICAL CODES (NEC 2014) &. 6TH FBCR Ch. 34,43 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE.- (ACI 318-14) SPECIFICATIONS FOR STRUCTURAL CONCRETE -(ACI 301.10) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) NOTES: A615M GRADE 40 U.N.O. REINFORCING FOR FOO ING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2015 EDITION 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BUR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT 2, PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F.. REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY USING ADDITIONAL CROSS -REINFORCING TIED TOIiF00TING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05.ON LINTEL PLAN PAGE. 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. S. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 6th. EDITION (2017) IS TO BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. WOOD FRAMED CONSTRUCTION MANUAL 2015 EDITION APA PLYWOOD DESIGN SPECIFICATION 2012 EDITION AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE/SEI 7-10 ALUMINUM DESIGN MANUAL- 2015 EDITION 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: EXTERIOR COVERING MASONRY WALL CONST. (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (B) LOCAL STATE AND FEDERAL BODIES R703.7 EXTERIOR PLASTER. INSTALLATION Of THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C 926 AND ASTM C 1063 AND THE PROVISIONS OF THIS CODE. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90-014, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 1900 PSI (fm =1-500 PSI ) 2.. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270.12A. 3. COARSE GROUT SHALL CONFORM TO ASTM C47Q WITH MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS DEFLECTION CRITERIA EXTERIOR WALL LATH ATTACH EMENT OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT, ROOFTRUSSES* LL/360 TL/240 COMMMENTS: LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS ExPANDED METAL OR 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR LOFT, WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OFTHE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH. STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF ROOF RAFTERS ROOF RAFTERS (W/O CLG) FLOOR TRUSSES/ BEAMS ** FLOOR FJOIST*** LL/180 LL/360 LL/360 LL/480 TL/120 TL/240 TL/240 TL/240 WOVEN MIRE LATH SHALL BE ATTACHED TO WOOD SHEATHING WITH 11/2" LONG, 11 GAGE NAILS HAVING A 71 6" HEAD OR 718" LONG, +6 GAGE STAPLES SPACED NOT MORE THAN 6 INCHES ON CENTER VERTICALLY AND HORIZONTALLY ALLY (REF. 201.7 FRC R703.7.1). *TL MAX 2" UP TO 40FT SPAN **TL MAX 3/4" *** TL MAX 1/2" R703.7.2 PLASTER. PLASTERING W/ PORTLAND CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHEN APPLIED OVER METAL LATH OR WIRE LATH AND SHALL NOT LESS THAN TWO COATS WHEN APPLIED OVER MASONRY, CONCRETE. R703.7.3 WATER -RESISTIVE BARRIERS. GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. 8. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 9• TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. 1.0. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. 1.1, CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL GENERAL ROOF LOADING WOOD CONSTRUCTION SHINGLE ROOF (PSF) METAL ROOF (PSF) TILE ROOF (PSF) HEAVY ROOF (PSF) WATER -RESISTIVE BARRIERS SHALL BE INSTALLED WHERE CEMENT PLASTER (STUCCO) IS TO BE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. THE BARRIERS SHALL CONSIST OF ONE OF THE FOLLOWING. WALLS, IN WALL HEAR WALL AND MIS STRUCTURAL WOOD FRAMING MEMBERS LE BLOCKING OR GABLE 1. ALL EXTERIOR WOOD STUD A S, BEARING S, S S C, 00 G , END BRACING) SHALL BE EITHER AS SPECIFIED 1 PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL SHALL BE USED. AT A MINIMUM, ALL WOOD STRI CTURAL FRAMING MEMBERS SHALL BE S.P.F. #2 TOP CHORD LL TOP CHORD DL 20 7 20 7 20 15 20 25 1. TWO LAYERS OF AN APPROVED WATER RESISTANT BARRIER MATERIAL IN ACCORDANCE WITH R703.2. 2. ONE LAYER OF AN APPROVED WATER -RESISTIVE BARRIER (PAPERBACKED STUCCO LATH) OVER AN APPROVED SYNTHETIC HOUSE WRAP. 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY] OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUtS THAT HAVE HOLES IN THE CENTER OF THE STUD UP T01" DIA. SHALL HAVE STUD PROTECTION BOTTOM CHORD LL* BOTTOM CHORD OL 0 10 0 10 0 10 0 10 TOTAL (PSF) 37 37. 45 55 R703.4 FLASHING. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUM, ING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT'IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. BOTTOM CHORD LL (OPT) ATTICS. W/ LIMITED STORAGE 20 COMPONENTS. FLASHING SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED, ATTICS W/ HEAVY STORAGE 50 • EXTERIOR WINDOW/DOOR OPENINGS. • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTIONS WITH FRAME WALLS. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. * ATTICS W/ NO STORAGE (NON -CONCURRENT) 10 NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLO ING MIN VALUES U.N.O. ��^{{IMICROLAM • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. PARALLAM COLUMNS: 1.8E Fb = 240C PSI (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F•V5 LAYUP 1.7E Fb=2400 PSI MIN. 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL; SF�EAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: APPROVAL FROM FOR OR INDICATED ON PLAN • AT WALL AND ROOF INTERSECTIONS • AT BUILT-IN GUTTERS. - ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR OR 0 B FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. - /► GENERAL FLOOR LOADING WALL SHEATHING: 7/16" STRUCTURAL I OSB EXPOSURE i OR15/32' RATED OSB EXPOSURE 1 TOP CHORD LL 40 (PSF) 10 COMMMENTSI A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED 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 15FT,.AND FOR 2 STORY HOME IS 3OFT ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHTS 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 (+) 27.6 (+) 27.6 10 (-) 29.9 (-) 37.0 (+) 26.5 (+) 26.5 20 O 28.8 O 34.4 s O 50 (+) 24.8 (+) 24.8 0. (.) 27.1 (•) 31.1 I B.i ( G Y (+) 23.4 (+) 23.4 100 (.) 25.7 (•) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x 7'-0" 16'-0" x 7'-O" O 51.3 (+) 24.3 (+) 23.3 (-) 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 IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN ''� 4 ELECTRICAL PLAN = I°s'ao ad 5 ELEVATIONS N � �. ��� v.o 6 TRUSS LAYOUT N S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS S-4 DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS M-1 HVAC N ��A a 4' . 02j N d co w e �tib 87864 r .. f, z k ,s f w :P a ATEE LET �YYYJJJ� T 17 1 ` v ltJf 7II11 tt``° p�j 0 c E w gages m � ti a g tU Do ro €p ig Q��{ a J "'�ro TOP CHORD DL (PSF) PRE ENGINEERED WOOD TRUSSES BOTTOM CHORD LL 0 (PSF) SEE FLOOR PLAN FOR ACTUAL PRESSURES a =� W N BOTTOM CHORD DL 5 (PSF) u5 a W w 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER - @ E' Z g `z o STRUCTURAL PLAN w :y I° 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS SPECIAL FLOOR LOADING g £ S e �cg w � o -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. m 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO GAME ROOM 60 (PST) COMMMENTS: 15 Zr = d a WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. BALCONIES/ DECKS 40 (PSF) 0 a e a c $ ¢ g ur 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. BALCONIES OVER 100 SQ:Fi 100 (PSF) a zg 2 4 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) s g g'_.'a THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. r v�nvwffisrrvc'caM11 El El LIBRARIES 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. READING ROOMS 60 (PSF) 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. m o STACK ROOMS 150 (PSF) z r` SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, S _ r AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED GUARD RAIL ® HAND RAILS (d) 200 (PSF) �, z 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 v S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS, TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) o SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 (PSF) 3 a STAIRS 40 (PSF) - a UPLIFT CONNECTORS FooTNOTES z 8 d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG E 0 < 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THATARE EXPOSED _ THETOP. y TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD f. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND ArE NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR E MORE INFO. HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. E DU 9 0 w o FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: N f0 U 12� + 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED 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 tha Intent of Designer/Englneer listed In the titleblock of these N -- w o` o 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 _ m Ole 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 r uired to t U `o THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (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 _'_ < 6 m INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 6TH EDITION. (2017) RESIDENTIAL. the commencement of any work. The Designer/Englneer are not m PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY / ► responslWe for any plan errors, omissions,ormisinterpretations 5 DURING BOND BEAM POUR. CONTROL OF CONSTRUCTION. SITE: undetected and not reported to the Designer / Engineer prior to Q � .DAMS HOMES 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONC. 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 CONSTRU TION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4)'A"x 23A" 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 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 fO MASONRY AND (7}10d NAILS TO TRUSS FOR UPLI S LESS THAN 860 LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS Assurance Manager at 321.972.0491 immediately. No backcharges E MISSED CONTRACTOR TO INSTALL (2): H AM10 W/ (4) 1/4" x 11/2" SDS SCREWS AND (5)1/40 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 will be considered for reimbursement by the Deslgner/Englneer -53000 GULFBREEZE PARKWAY 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 without advanced notification and approval by the GULFBREEZE, FLORIDA 32563 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 DUN TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON. MISSED, CONTACT THE FOR FOR SUBSTITUTION. Designer/Engineer. Payments will be made In accordance to the ta terms of the agreement. DIVISION LOCATION: PORT ST. LUCIE 5. IF MISSED MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) t 16d x 2-1/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT I VI Job Information: FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. S MASTER REVISIONS n N DATE DESCRIPTION 9 0 S HOMES Uj Of Northwest Floridan Im Z N . " a p_w� o JmUU) u ram(((- Model Name / Number: 3000 GULFBREI E PARKWAY GULFEBR EZE, FLORMA 3 5 3 R�VIEWED F UT 2000 CODE COMPLIA C 9Plan Issue Date: ST. LUCIE/+COUNT Wednesday, February 26, 2020 BOCC VT KA PROJECT NUMBER: 20-1474 MIDDEL 2000 RSheet: Of: L FILE PY COVER SHEET BEARING WOOD WALL SCHEDULE BEAM SCHEDULE 160 MPH OPENING PRESSURES ENCLOSED - EXPOSURE 6 CONNECTION &FASTENERS STUD LUMBER UPUFC MARK SPACING SPECIES CAP.(PIQ A +27.6 / •29,9 ©+27.8 TOP BOTTOM MARK BEAM SIZE CONNECTIONS /-37.0. / 1 ` BW1 16. (2)16d TOENAILS (2) led TDE14AILS SPF NO UPLIFT (2J - 2 x 8 #2 SYP PLATE. N 7/16' CONNECTION PROVIDE (2) ` M FLITCH SIMPSON LSTAYB OR (2) i--- t \ I - © +28.5 / -28.8 O +26.5 / -34.4 BOSBEA HERNAIL � SP2 W/ (%10d SP1 W/ (%lOd HTS20 TO WOOD POST BW2 16" SPF 402 BEAM TOGETHER USING PATIO ) O +24.8 / -27.1 O +24.8 / -31.1 STUD, (6110d PLATE STUD, (4)10d PLATE - ROWS OF 12tl NAILS e' 12" OR (2) SIMPSONHETA18 TO CMU 2' OR (2) SIMPSON BW3 1G. (2) SP2 W/ (6)10d (2) SP1 W/ 18)14d SPF 803 O.C. TYR EACH SIDE COL. U.N.O. ON ROOF PLAN. 14' 0"x 10'-0' 38'-8" STUD a 18d PLATE STUD 4 SOd PLATE 21'-0" 14'-0" O +24.3 / -27.5 O +23.3 / -26.0 CONNECTION! BW4 1s" 2 led TOENAILS (2) led TOENAILS SYP NO (2)- 2 x 1A #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) ( ). UPLIFT SIMPSON LSTA24 OR E ( 4 O 3'$" Q p OSe FLITCH PLATE. NAI1 M SIMPSON HTS20 TO WOOD POST 8W5 SP2 W/ (6}i0d SRS w (8}1011 BEAM TOGETHER USING (2) /4 OR (2) SIMPSON HETA16 TO CMU ~ NOTE: t. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND 1a" STUD 8 SOd PLATE STUD 10d PLATE SYP 439 ROWS OF 12d NAILS 012" O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. 5'd" 7'-0" 7'-4" 5 -0° 9'•t" 4'-8" SPEED. THE WIND PRESSURES LISTED ABOVE ARE (2) SP2 W/ (6)10d SPi W/ (6}iOd BWB 18" SIP 876 'ALLOWABLE" PRESSURES STUD 10d PLATE STUD 4 SOa PLATE NO (2) - 2 x 12 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) PLATE. NAIL SIMPSON LSTA24 OR O BW7 12" (2) led TOENAILS (2) S6d TOENAILS SPF UPLIFT BEAM TOGETHER ` SMPSON HTS20 TO W000 POST TOGETHER USING VERIFY W/ LOCATION BUILDER R125 B O ABC DSP2 /t /� 1� WALL Y V TILL LE�,IEI VDIBEAM °� (21 W/ OR SIMPSON HETAie 8 (8}Sod SP1 W/ (8}10d (2) TO CMU BW8 " ROWS OF 12d NAILS @ 12" STUD, (8)10d PLATE STUD, (4)10d PLATE SPF �' O.C. TYP EACH SIDE COL. U.NA. ON ROOF PLAN. SH 25 SH 25 SH DBL 25 SH t12 , . .--. . .. ® (2)SP2 w/(e)1oa sP1w/(s)aoa 12' STUD, (8)10d PLATE STUD, (4)10d PLATE SPF 1070 (2).13/4" x 111/4" LVL 2868 4 411. FRAMED WALL CONNECTION: PROVIDE (2) 2.0E Fb-2600 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) BW10 12" TOENAILS 16d TOENAILS SYP 0 TOGETHER. USING 12) ROWS EGRESS 2'-0" EGRESS ', G-1-r, r, rTr_Tr--r--T-r-r--t--r•_,.r_.ry , ,. y._✓.. y-„ ";1 [7 FARING FRAM_WALL (2)16d (2J M SIMPSON HTS20 TO W000 POST 1/4' x 3 1/2' SCIS WOOD X-�i .' OR (2) SIMPSON HETA16 TO CMU BW11 �„ SP2 (6}10d SCREWS P 16' O.C. TYP COL U.N.O. ROOF FLAN. STUPIL SYP `• �' HOSE "- ------ Y � STUD, 8 YOd PLATE STUD, f4) 10tl PLATE EACH SIDE. , (() iOd ,1 14'-2" 24'�6" BIBB -- ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING F__12 (2) SP2 W/ (6) Tod an w/ (e}1od o 12" STUD, (6)1od PLATE STUD, (4)10d PLATE SYP 1170 (2)•13/4"xi17/9'LVL CONNECTION: PROVIDE(2) 2.0E Fb=$800 PSI. NAIL BEAM A ` ER NOOK ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR .E BW13 NOT USED M5 SIMPSON LSTA24. OR (2) TOGETHER USING ROWS VAULT CLG. (2) 1/4" x 31/2' SDS WOOD SIMPSON HTS20 TO WOOD POST BEDROOM STUD SPACING AND GRADE. OUBLE 2x TOP PLATE SCREWS 016' O.C. TYP. OR (2) SIMPSON HETAY6 TO CMU TOP OF WALL COL U,N.O. ON ROOF PLAN. . O "H EACH SIDE SEE P� MASONRYWALLOR VAULT CEILING ", g .MASONRY WALL ICF WALL. SEE PLAN 411 f4.T_ (2)- 1 3/4' x 18' LVL - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - 2x STUDS PER 2.0E Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) SIMPSON LSTA24 Q ', B DOUBLE 2x HEADER PLAN/SCHEDULE TOGETHER USING (2) ROWS OR (2) " SEE FLOOR PLAN FOR ABOVE 1/4" x 31/2' SOS WOOD SIMPSON HTS20 TO WOOD POST _ . _ _ _ 4 MIN SIZE. SEE WF09/S3 SCREWS N 16. O.C. TYP. OR (2) SIMPSON HETA18 TO CMU FOR CONNECTION INFO, EACH SIDE COL, U.N.O. ON ROOF PLAN. i. I 7'-10" N 5 �r1111111/// IF HEADER IS WITHIN WALL ABOVE WITH -SEE FORS. W 'Yaa NO UPLIFTINDICATECONNECTORS ERG WALL T01 GENERAL BEAM NOTES - ,I A�i,4+ ""- +";' GENERAL (VOTES INDICATED IN WT09 CAN MASONRY WALL BE IGNORED. CONNECTION INFO �� sLOPE ' y " RE T 3 G� c '° E *h `•.Soso*+,•' 50 N -�''0. N 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED ' m o I I (� VAULT CLG. s7 a ;, 2x MID -SPAN BLOCKING CONNECTORS (MIN, 4" BEARING EACH END) 3'-6" W/ (2) 12d TOENAILS ® TOP & BOTTOM 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS EACH END FOR WALLS PER PLAN J 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT TALLER THEN 8'-0" SCHEDULE ABOVE WRITTEN APPROVAL FROM THE E.O.R.. O , Y " 1 z N 36 FLAT BAR - Y 1. minimuR302.5m Door from garage Into house must be a min mUm 1 3/8" solid WOOd door, solid Or o ". - - TZ , Ri g A r' M V) N " TOP ON 34'h" honeycomb steel door, or 20 Minute fire rated door. �� Rt F F. SEE FOUNDATION - " �^'•- PLAN R)R MORE N N M 0) -� CI p ' m i WALL W/ 12" 1D N 2. Bathroom exhaust fans must vent to the exterior of �, � tl"r C�'�"" j Oil ` V 2x P.T. W/1/2 A.B 032°o.C. W/ 7' INFO COLUMN SCHEDULE 3W- SHEARWALL w O o O 03 o.H. i the building, exhaust to attic space and soffits is not a '° a '°d c d�.d ( i 1 .'✓, � EMBEDMENT OR 1/2" XT,R. W/ SIMPSON SET W/ .. MIN. 7".EMBEDMENT PAST STEP DOWN. '>REQUIRES MIN. MARK. COLUMN SIZE (BASE)CONN.&FASTENER . UPUFT(Lb) w - w i.i ;2 acceptable. Ventilation Shall be permitted to exit through rp 14 / IfftN't AIT.t SIMPSON 1/2' TITEN HD @ 32" O.C. 7/18" O56 PLYW'0 0 the soffit If solid soffit Is Installed 5'-0" on each side of � W/ SAME EMBEDMENT w/ed NAILS AT 4'oc SEE GENERAL NOTE *8 BRG. WALL DETAIL IN FIELD AND EDGE. C1 (3) 2 x 4 #2 SPF (4)- led TOENAILS 0 3068 Y the venting. - 3. R302.6 The garage shall be separated from the GENERAL NOTES DT= W/ 1/2" WEDGE C2 (3) 2 x 4 #2 SPF ANCHOR* & (8) 1/4- X 11/2' 2145 _ _ _ _ _R/SH - - KITCHEN, residence and it's attic not less than 1/2Hncn (� $D$ SCREWS (12.7mm) gypsum board applied to the garage side. 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 LINO ON PLAN. 'ro 10'-0"FLAT CLG, -" Garage beneath rooms shall be Separated from all 3. CONNECTIONS TO DE INSTALLED TO EACH STUD AS INDICATED (3) 2 x4 SYP #1-OR- 44)-16d TOENAILS 0 4. SP4. SP8 AND BPS CONNECTORS CM BE SUBSTITUTED IN PLACE FOR THE SPi AND '0 W WIC YZ WIC /-`-----'-�' habitable rooms above by not less then 5/8 inch (15.9mm) type X gypsum board or equivalem. Where g SP2 INDICATED IN SCHEDULE ABOVE `�j VAULT �p, gyp- OTT2Z W/ 1/2" WEDGE INDICATED ON FLOOR BASE CONNECTION TO IGNORED. SEE REF. b the separation IS a floor-ce ing assembly, the S. IF'BW" IS SECOND C4 (4)2x4 SPF#2 * 14"X112" 2145 WF06/53.10R INDICATED DETAIL FOR PROPER CONNECTIONS FOR and FLOOR TO O / / to/I/� ti structure supporting the Separation shall also SDS SX2EWS FIRST FLOOR CONNECTIONS.. (NOTE: TIHIS IS FOR 2 STORY PROTECTS ONLY) G ®665 VAULT - protected by not less than 1/2 inch (12.7mm) - - - - - - - S2 6. IF 'SW" IS INDICATED THE WALL IS CONSIDERED A SHEARWALL AND REQUIRES MIN. C5 4 x 4 P.T.#2 ABU44 W/ 5/8' ATR ** - 8d O.C. SIDE OF WALL U - 2200 N I R/SH 8, gypsum board or equivalent. 1O 5 g s w 8g ■ ('fppH N 10 711W GSB PLYWOOD W/ NAILS AT 4' IN HELD AND EDGE TO (1) SYP POST &. (12) - led NAILS. 7. ALL 2x EXTERIOR WALLS W/ EXIERIOR SHEATHING ATTACHED PER NAILING SCHEDULE I 4. R312.2.1 Window sills In dwelling the a m. ° I. W 40 727,10'-11" ACT AS SHFARWALLS. SEE PLAN AND WALL$ SECTIONS FOR STUD SPACING AND GRADE .* e x 6 P.T. #2 ABU66 W/ 5/8' ATR G =120GO S. IFTHE BEARING WALL IS INDICATED WITH THE SM, 044, BW7, SWIG THESE WALLS ARE ONLY units, where Opening Of an Operable wndow IS located more than "; g m I.� a o �.+ �+ �, N SYP POST & (12)- lad NAILS U = 2300 AND DO NOT HAVE UPLIFT, THE STUDS ARE TOE NAILED TO THE I < 4'.2" 4%0" 5'-5" 12'-2" g ern w a o SUPPORTING THE FLOOR LOAD PLATE AND THE 2X PLATE CAN BE ATTACHED WITH HARD CASED NAILS (GUN NAILS) AND WILL 721nches (1529 mm) above the finished grade or `� 8 x 8 P.T. #2 ABU88 W 2 .5 A7R-* G - 24335 " NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. C7 / O SYP POST & (18) - 16d NAILS U - 2320 " B ROO 4 T Surface below, the lowest part of the clear opening `a 41 9. SP1/SP24DRIVE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD, 10d=0,148" DIA, x3"lONG _ Hr7 - - DOOR, PER r N --' .. VAULT CEILING of the window shall be a minimum of 24 Inches 810 mm ( ) above the finished floor of the room In a " u5 Q LL trj a ui 9.5 x 3.5 P.L. HDU5,SDS2.5 wL (14)1/4' x 2868 ACCESSIBILfTY m which the window is located. Glazing between the @ >< 5645 GB 1OMANIZEDPS 2CHOR, CODE ~ Z O (WOMANIZED IF EXT.) ANCHOR, OR ATR** HEADER SCHEDULE OR s 3.5 x 5.25 P.L. HDU5SDS2.5 W/ (14)1/4" x I cPugh Halomm)shallbefixedorhave openingspen thromches' which a 4-diameter (102 MITI) h e'r� 2 a �sLv° Qp W �m QN d0 C9 1.8E Fb-2400 PS 2 1/2" SDS WS & 5/8" EXOPY 5645 OLMANIZED IF EXT. ANCHOR, OR ATR** � 3'-s" m o ININ r Sphere cannot pass. o a - E m ° = m 2 r a '= ¢ g d MARK HEADER SIZE REMARKS 3.5 x 7 P.L HDU83D32.5 W/ 12011/4' x ry 10'-0 FLAT CLG. " ° ® VG m 5. R308.4.2 All windows within 2'-0" of doors and In Ts T+ �' p Z o cio 1.8E Po=2400 Psi 21/2" SDS W$ & 7/W EPDXY 6970 Ht (2) • 2X6 #2 SYP SEE GENERAL HEADER NOTE #5 (WOLMANIZED IF EXr.) ANCHOR OR ATR*** N *H N J w .. Shower Or tub areas will be safety tempered glass, o s Sa �x IS U J W/ 1/2" FLITCH PLATE THIS SHEET 5.25 x 5.P.L. HDU8SDS2.5 W/ (20) L7W C11 1.8E Po=2400 PS SDS WS & 7/8",EPDXY 7B70 Qn 4'-4^ W-10" o w ?� YWAewsENG.coM 2 1/2" O f H2 (2) • 2X8 #2 SYP SEE GENERAL HEADER NOTE #5 (WOLMANIZED IF ENT:) ANCHOR, OR ATR*** - O 6. Ceiling for exterior entries and covered porches to have span rated nailed per zone on t w W/ 1/2" FLITCH PLATE THIS SHEET 7 x 7 P.L. HDUSSDs2.5 W/ 420)1/4" x. CY2 1.BE Po=24W PS 21/2" SDS W$ & 7/8' EPDXY 7670 m M. BATH - diagram dui roof diagram nailing schedule or 5/8' CDX. 1XT&G for Z H3 (2)-2X10 #2 BY SEE GENERAL HEADER NOTE#5 WOLMANIZED IF EXT.) ANCHOR OR ATR*** °Q Z VAULT " j� ( GPMe acceptable substkuCion. V) Z m _. - W/ 1/2" FLITCH PLATE THIS SHEET GENERAL COLUMN NOTES (2) • 2X72 #2 SYP SEE GENERAL HEADER NOTE #5 q' o PROVIDE PLATFORM FOR HVAC UNIT '_ 2668 R/S ti 7. EC: R402.2,4 Access doors from conditioned spaces to unconditioned spaces (e.g„ attics and crawl spaces) $ z ° C H4 1. SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH UNO. W/ V2" FLITCH PLATE THIS SHEET o VERIFY SIZE W / _ - - - - - - - - - - 2. ALL STRUCTURAL LUMBER TO BE SYP 41 OR SPF #2 UNO ON PLAN. MFGR N R/S .-I shall be Weatherstripped and Insulated t0 a level ; 0- - (2)- 13/4"X 11 1/4 ATTACH TOGETHER W/ 12) ROWS 114"X31/2' 3. NAIL BUILT UP STUDS PER DETAIL WF37/S,3 HS LVL 2,0E Fb=2600 PSI SDS WD SCREWS t# 16" O.C. TYP. EACH SIDE 4. MINIMUM BOLT EMBEDMENT: 4'-4" _ 2668, _ equivalent to the insulation on the surrounding Surfaces, 'g - s Z g�j 5" EMBEDMENT FOR 1/2" ATR 8" EMBEDMENT FOR 5/8" ATE H6 (2) - 1 We X 9 1/4 ATTACH TOGETHER W/(3) ROWS 114"X 312' 8" EMBEDMENT FOR 7/8" ATR LVL 2.0E Fb=2600 PSI SDS WD SCREWS 16" O.C. TYP. EACH SIDE B. IF[C] COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT " O G? , c� en a ( 6•-5" 5,-y" 8. Laundry Note: (Unless noted otherwise) Provide dryer vent thru roof max. I 35'-0", washer & d gt. dryer units Z � \�� +'-' w REQUIRED (SEE INDICATED CALL OUT ON PLAN PON ATTACHMENT) OF JACKS & 3 X 4 ;t N Q N (washer unit to be always On left side when facing, w E HEADER SUPPORT NO, S. SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION STUDS RED. AT OPENINGS 7. SAME NOMINAL512E PAMIJJIM COLUMNS (1.8E) MAY BE SUBSTITUTED FOR ANY F G-. .. 3'4i" 4'-2" N units) hanson box @ 36" off 10 E //////�����i O U - a �O P.T. SVP POST NOTED IN THE PLANS 'Wes' 2x8 OR 2x8 WALL SHWR -- - - -. 9• Ceilings for exterior entries and covered porches to be ' w o to c m OPENING SIZE JACKS KINGS JACKS WINGS COMMON NAIL vs. PNEUMATIC GUN NAILS: : - HANSON BOX ®36" AFF 7/16"OSBOnundersideofrooftrussesshallbe attached to all framing members with 2x blocking o o �N m EA. END EA. END EA. END EA. END COMMON NAIL DIA. /LENGTH PNEUMATIC GUN COMMON vs. GUN APPLICATION NAIL DIA.{.ENGTH NAIL SPACING NOTE: BUILDER TO PROVIDE APPLIANCE PROTECTION IFr+ P W.H. W , , = provided at perimeter. The OSB shall be attached w/ Sol U w O O $ " 1'-0" - W-11" (1). (2) (1) (2) se 0.131" x 2 %* 0.131" x 2'h' SEE PLAN RING SHEATHING o m REQUIRED BY MUNICIPALITY. _: � ; ,. _ _ _ _ , LAU r v. �_D ROO M 2 `� N 'c nails. at 6" O.C. field and 4" O.C. at edges or 7d Screw. 3" O.C. field c `- '' ® " 4'-0" - 9'-0" (2) (3) (2) (2) SHANK ON ROOF RooF &woos S E S EET 4 FORD AI $ L * C7 N shank and 4" edges. Vinyl ceiling to be x n 10dDR dad 0.146 X3' 0.131'X9" SEE PLAN BLOCKING&TOE Q L ` O 'VAULT CEILING w attaches to OSB per manufacturer specifications 1>n U o y oK W 10'-0" 16'-0" (3) (4) (3) (4) 0.148"X3it" 0.131'X(3°A' NAILS PLATE u1 i in ' 71 i D , _�o 12d OA46 X 3 AA' 0.131' X.3'A- W 0 C.(OOMMON) STUD WALL - - DRYER VENT L , io O - ¢ 6 no 1d m GENERAL HEADER NOTES a' O.C. GUN NUL CORNERS THRU ROOF 10d 0.148' X 9" 0.131' X 9' 8- O.C.(COMMON) STUD PACK MAX LGT 35' 2868 DAMS HOMS 1 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 6' O.C. GUN NAIL)COLUMNS 113 7'•9- Tfi" 12'.2 " 2. IF HEADER IS ON THE 1st FLOOR SEE PLAN FOR BEARING WALL TYPE AND i6d 0.162' X 3Ih- 0,131- X 3 S4" 12)16D(COMMON) SEE PLAN FOLLOW INSTRUCTIONS WITHIN. BEARING WALL SCHEDULE FOR REQUIRED (3)16D ( GUN NAILS) FOYER FLORIDA CONTRACTORS LICENSE N0. CRC1330146 CORRECTIONS UNO ON PLAN ATTIC ACCESS 2668 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER LOCATE IN FIELD VAULT CLG, 1'', °' 3000 GULFBREEZE PARKWAY CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL 22" X 36" MIN - BW2 ° e GULFBREEZE, FLORIDA 32563 5. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS ,-.------, ' ' 40 I ( 3'-7" 8'-7" �a+ DIVISION LOCATION' AT 12' o.c. ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER. 9 6- FASTEN ALL HEADERS TO KING STUDS WITH (3) 12d TOENAILS PER SIDE + - - - - - - - - • G.T. v I- PORT ST. LUCI E 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. - - - - - - - - - - - - - - - - - _ BA.2 w m ZCAR .JobInformation: GARAG 3068 VAULT CLG KPER 8' CEILING ,,:. ABV. EGR S -' . -. .-., x1 ' ATION . 4'-1 1'•9 6 10'_R/S N NSF31ENTRY 2668 O N N BEAM BMi. ®10'.p" Z c cH Lin Wf38 W «` aan M •------------------------------------------ I-----• S-3 `J O N m rn o lit BEDROOM z H W m o o El'-0" CEILING LO Q O '^ (^ LL v.I f J ui HOSE Model Name/ Number: 2000 BIBB G.T. © © --- - - _ - �- EGRESS EGRESS AREA CALCULATIONS • Plan 15$ue Date: TFT it-16' X 7' OVERHEAD DO 25 SH 25 SH Wednesday, February 26, 2020 1§t FLOOR 2004 S.F. KA PROJECT NUMBER: g °VI 1140" 16' 0" 1'-101, 1 5'8" 1'-8" 5'-6" FL®®1 R D \ 1 LAN _ 20-1,474 TOTAL LIVING (AC) 2004 S.F. GARAGE 483 S.F. Sheet: Of: 19'S" 6'-4" 12' 8 � 1/4" =1'•0" SCALE: � ELEVATION 11CRII G§VERED ENTRY (BASE) 45 S.F. g C+Onil PLAN ' COVERED PATIO/LANAI TOTAL AREA UNDER ROOF OR 2532 S.F. (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. GENERAL FOUNDATION NOTES IF GREATER THAN 24" CONTACT FOR OR IF GREATER THAN 24" CONTACT FOR OR UNLESS NOTED OTHERWISE REFERENCE FMASW FOR STEM WALL OPTION REFERENCE FMASW FOR STEM WALL OPTION 1 PROVIDE MIN. 6 MIL APPROVED VAPOR BARRIER. ALL JOINTS TO BE S. REINF. OPTIONAL CURB FOR VARIES F.F� LAPPED MIN. 6" AND SEALED. GRADE SEE PLAN MASONRY 0 ELEV. 0'-0" ' • "r +— _ _ — 2 4" 2500 PSI CONC. SLAB W/ BX610/10 W W F, OR MINIMUM .75 LBS y „',�.: •. W/ (1) - #5 BAR CONT " °� + , - , OF FIBER PER CUBIC YARD RBERMESH/RBERMIX ADDED TO THE OD � ` CONCRETE, IN ACCORDANCE W/ MANUFS INSTRUCTIONS AND NER-284 ,/ V J ." * .—� " w °- ;" FOR RBERMESH OR NER-47A FOR fIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER & TREATED FOR TERMITES. a�. ,`" 2STORY:20"X20"& 0 INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR. TO $EINF. .-, • W 3 -#5 CON1T. BEAM W/ (1) #5 REBAR GRADE 40 U.N.O. TYPICALABV. SU1B. HOOKEDFTC ' ° "' PLAN ';";°'(2) ;J.6- DOWELS 17" EMBEDMENT W/ 25" EXT. ABOVE SLAB. (2)#5 .SEE # 5 REBAR 4 CONSULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR BEARING RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE 1/12' PER FOOT AWAY FROM HOUSE U.N.O: ON PLAN. FM01 SINGLE STORY FTG 1/2"=1-0" FM02 FSECTION @GARAGE 1/2"=1'0. 6 NO WOOD STAKES PERMITTED IN FOUNDATION. 7 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. REINF. SEE PLAN_ —F� 8 ALL FOOTING SHALL BE MIN 12" BELOW GRADE 9 MASON TO COORDINATE WITH BUILDER ANY ELECTRICAL REQUIREMENT �R - •. —`-� * THROUGH SLAB 00 Y 10 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY. 8" (1) #5 REBAR 11 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: CONT. 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDTIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95%OF MAX DRY DENSITY AS DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR) IN FM03 THICKENED EDGE 1/2"=1'-0" =1'-0" NUAL THELIFTS FOUNDATON TO PLAN HASGBEEN DESIGNED FOR A MINIMUMISOIL� (") SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE OF GARAGE DOOR. EXTEND 6" BEYOND F.O.M. EACH END, TYP. I GAR. FIN. FLR. ALIGN DRIVE W/ BOTTOM OF 2 STORY: 20° X 20" RECESS & PITCH DRIVE 4" CONC. DRIVE W/ 1/2" EXP W 3 -#5 CONT. JOINTS 10" O.C. TYP. 16' (2) #5 REBAR FM09 I SECTION @ GAR. DOOR 1/2" = 1'-0" Q 1•-On FOOTING SCHEDULE MARK SIZE DEPTH REINFORCING FS.O 1'-0" X CONT. 2'-0" X 2'-0" 2'-8" X 2'6" 3'-0" X 31-0" 1'-0" 1'-0" V-0" 11,0" 2 #b E.W. BOT. 3 #5 E.W, DOT. 3 05 E.W. SOT. 4 #5 E.W. BOT. W F2.5 F3.0 P3 5 316' X 316" 1'-0- 4 #5 E.W. BOT. F4,0 4'-0- .X 4'-0" 1' 0" 5 05 E.W. SOT. F4.76 4'6" X 4'6' 1-4" 5 #5 E.W. BOT. F5.0 5'-0" X 5'-0" 14" 6 #5 E.W. BOT. F6.0 7 60"X6'-0° 1-4". 7#5 E.W. SOL =1'A" FM12 STEP DOWN NON BRIG. 1/2"=1'-0' SEE PLAN OPTIONAL CURB SLOPED GROUT a SEE PLAN OR MASONRY AT TO DRAIN 4"x 4"x.16" o TYP. SEC. B ELEV. A" WITH CURB (1) #5 BAR CONT. S. (G.C. VERIF•t')-- z� a• ' REINF. m F.F. (SEE PLAN) _ 2 #5 CONT. INSTALL LINING 2 #5 BENT BARS W/ MATERIALS PER ° N N MIN. 25" LAP SPLICE FBC-R P2709.2 / ' MUDDED FLR. 16" SLOPED TO DRAIN MIN. FM14 I SECTION @ RECESS SHOWER 1 1/2"=1'-0" FM18 TYP. STEP FTG. DETAIL 1/2"=1'-0.. ALTERNATE: REINF. THE REINF. BARS SHALL BE #5 CONT REINF. GRADE SEE PLAN CONTINUOUS AROUND CORNER SEE FND. FOR BY COLD BENDING THE BAR WITH QUANTITY MIN. BAR LAP OF 2W ° #5 X 25" X 25" o c CORNER BAR ONE FOR EA. HORIZ. iN REBAR, TYP: U.N.O. (2) #5 REBAR 16" " A/C CHASE 2 STORY: 20" X 10" 4" PVC SLEEVE ?HRU FOOTINGW/(3) - #5 CONT. FM19 I TYP. CORNER BAR DETAIL 1-1/2"=r-0" FM23 I TYP. FIND PENETRATION 1 1/2"=1-0, STEMWALL SCHEDULE STEMWALL FOOTING DIMENSION NUMBER/S17E OF BARS LAT. MAXIMUM F.C. SPACING (O.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# 61-8. >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'-O" - 5'-4" 16" 16, 48" 48" W/ (5) 05 BARSCONT 1162# 2' 8" & #5 018" O.C. TRANSV. SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL BEE CHART ABV. AVX F.C. ,I p SPACING (0•C.) AA " W.W.M. TO BE TIED TO #b CONT. REBAR (1) #5 HORIZ. CONT. TIED TO EA. VERTICAL REINF. BAR #4 TURN BAR 0 STEM WALLS GREATER THAN 4'-W n a (1) #5 HORIZ. CONT. TIED TO EA. VERTICAL REINF. B p FIN GRADE S" MIN. - + TO TOP OF STRIP FTG. . /. s.S •, R COMPACTED CLEAN FILL p. s IN MAX 12" LIFTS • "• STRIP Fro. W/ QTY OF " MIN. COVER REINF. PER SCHEDULEa (3 SHOWN) FMASW I STEM WALL SCHEDULE 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 AVERT. F.C. ABV. FDN. WALL WHEN STEM WALL EXCEEDS 4'•0" FIBERMESH CAN NOT BE USED AND PER PLAN SPACING #4 TURN BARS ARE REQUIRED 0 EACH FILLED CELL LOCATION. EACH BAR TO E NOTE. TIE INTO VERTICAL BAR AND EXTEND OUT MIN, 4'-0" INTO SLAB/ STEM #9 3. IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO CONSTRUCTION FOR MORE INFORMATION 4.G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK FILLING IS TAKING PLACE y .C. 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK ® 16" 6„ h • O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" ,O TALL (TYPICAL ALL CORNERS) 6, IF STEMWALL IS WITH IN 5'-0" OF POOL OR WATER FEATURE FOUNDATIONS TO BE A MINIMUM 12" BELOW BOTTOM OF POOL OR WATER FEATURE. 7' ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. b .SEE NOTE 5 S.R.403.1.4 MINIMUN DEPTH: ALL EXTERIOR FOOTINGS (BOTTOM) SHALL BE PLACED AT LEAST 12" BELOW THE UNDISTURBED GROUND SURFACE. 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL NTS 20W T200 11000 15w 21500 28000 34WO 42500 615W LEGEND - INDICATES SINGLE -STORY FOOTING ® - INDICATES TWOSTORY FOOTING - INDICATES CONCRETE FOOTING 3" VI 4 TUB ' W/C, 2" — I SANITARY PLUMBING RISER 11/2' VTR SINK W/C TUB Q 2" LAV I UL ----------------- .�-------------------- ' 1 1 3 U I. 38' 8" 21' 0"' 114' 0" ; 3, 8 1' 10" 3' 10" 3' 2" 3' 101' 3' 6" 3' 10" : 3, 8" 1 2' 4" ' 7' 0" 4' 4" VERIFY LOCATION '' All W/ BUILDER STEP DOWN t ' a _ ________________ FMO---------------------------------------------------------FM01 ---------- 3--3 im O a In vlin a pn m a lr rl I I I i i rr Ir II I I, I r D r L JD. I o3�lr �bti (.se-�cnueti� ti'ts.>ti�r'`c•�i�s-\esv � ; i Ir ; OE ELECTRICAL \ & PLUMBING SERVICE THRII SLAB ®ISLAND LOCATION (REFER TO FLOOR) 49 PROVIDE CHASE FOR HVAC UNIT !� ' I I I � , , 2' 4" 7' 10" 1 4• I I ' t•r -1� i7 ■ o I h , �,(� V' I i'r; ul I n I I ,I a I ■ iD T"r ,, I I I d ,1 I of I r r 1` j 1 rFMOl i L JII � r _ p 3 ;3X4 i0 ' • _ I i), SHWR I 4 ; ' =i ___ r '- — _ = ~ 2,2, 32 WH I \12' ■ C.J. STEP DOWN ' 11' 3" T 9" ' 2' 6" 2' 10" 1' 10" I I r � FM12 FMOi I 3 3 I c.i ■ ■ ; 1 STEP DOWN ; ' N (U ' I OD (nO ;0I I I , F I I r I o - �'-- -- ■ I x I ■ ■ i ■ I - I ' (L 3 e ; In In 1 I FM023HOSE L 'BIBS �3 (2) #5 BARS , W/IN EA. F.C. \-' `n ' ■ � ■ 16. 0.1 1' 3' In" 3' 19'$" 6'4" 1 0" 38' 8" FOUNDATION PLAN - SCALE: 1/4' = 1'-0" ELEVATION "CR" TYP. CORNERS BIBB 0 1� 00 V N CO 4 9 E ;a r p L CEN v, G M64 ,9 9 S ATt ADF 8 g B ■ ti W g° 300 D�1 r 3 e3�k' ■��+� ■�"�Y�p a LL m O Qua 6 a Iu w z ?�€ma os� aWo zjix �0 �g� ■ES°'� m m m IL a 6B ■ o O D WWW.EUSENG.cOM ❑ ❑ ❑ Z � M z M g Z .mo Q r _ Y L a , Wv SO E w ~ O w o \ /V) c m �Lfts W_o E (J N IXrnom FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE,FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: 0 LO W a�a m o y N i Z �F j ® _i LLI ::D A JM(.nV) LO VI Model Name / Number: 2000 Plan Issue Date: Wednesday, February 26, 2020 KA PROJECT NUMBER: 20-1474 Sheet: A Of: is CZCi G ION PLAN 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 = 2,004 x 3 = 6012 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 1 300 GEN LIGHT'G & RECEPT. + APP. CIR. = 34,562 SUBTRACT 100 % OF FIRST 10,000 -10,000 A= 24,562 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000EACH A/C ( AUXILIARY HEAT STRIP) 10,000EACH 6= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS @ 100% = 10,000 + 40% OF "A" = (.40 x 24,562) = 9,825 + 100% OF "S" = (20,000) = 20,000 TOTAL WATTAGE = 39,825 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 166 ASSUMED EDGE OF WALL ") 2x6 WALL (FLOOR TO CEILING) 2'-B" USE 2 RED HEADS TO ANCHOR WALL FM24.1 ALTERNATIVE PROTECTION BARRIER N.T.S. PROVIDE DISCONNECT AND GFI/WP OUTLET PER -CODE FOR A/C COMP. WP I)FIe1eF INSTALL FAN BOX PREWIRE ® / . . / FOR D/W FI sU IF I TI 1i i // y FAN n�� \ W/ LIII IGF1 I (a JD �. I�rGFI' 220; 1 o i; I ' I FOR HOOD O I GFI I / GFI � / I � mil} I , N I 1 ------ OR -- -- - ® H CM GFI r G INSTALL FAN Sp-y� BOX PREWIRE 6.d , j J a 4 0 LEM w 220 ri GFI W'H' W w r GFI ti s Z @42" ---' w w t w D I 1 220 ` I BIBB I I ATTjC ELECTRIC- IF REQ'D BY CODE ' GFI (h(' FOR GARAGE DOOR OPENER CHIMES GFI GH @ 42" ------------------------------------------------ INSTALL FAN t�•l BOX PREWIRE oulm I- 1�I INSTALL FAN / 4'BOX PREWIRE I , 1 3 0 II II '� \1111, ----------------- Ti I ® 1 I , � 'Wp GFI `��INSTALL FAN BOX PREWIRE ELECTRICAL PLAN SCALE: 1/4" = 1-'-O" ELEVATION I'M' 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 III ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND 6th EDITION FBCR, ELECTRICAL CHAPTER 34 THRU 43, 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 INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT IN ALL DWELLING UNIT PER 6th EDITION FBCR E3902.16 ALL 15 AND 20 AMP BRANCH CIRCUITS ARE REQUIRED TO BE ARC FAULT PROTECTED. 7. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED INALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70-14. SUCH DEVISES 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. 8. COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE PERMITTED IF EACH MEETS THE APPLICABLE UL STANDARD. 9. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 10. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 11. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OFTHE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOTACCEPTABLE. 12. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2017 THAT HAS A MINIMUM SOUND PRESSURE RATING OF 85 dBA AT 10 FEET, AND EITHER HARDWIRED OR OF THE PLUG-IN TYPE. THE EXIT ALARM SHALL PRODUCE A CONTINUOUS AUDIBLE WARNING WHEN THE DOOR OR WINDOW ARE OPENED- 13. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' IF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLESTS 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 THE 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. PER 6th EDITION FBCR E3902.6 14. IN ALL AREAS SPECIFIED IN N.E.C. 210.52 AND IN 6th EDITION FBCR E3901, ALL 125 VOLT, 15 AND 20 AMPERE RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. PER 6th EDITION FBCR E4002.14 AND NEC 406.12(A) 15. RECEPTACLE OUTLET IN GARAGE FOR GARAGE DOOR OPENER TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI). 16. ALL PERMANENT INTERIOR AND EXTERIOR UGHT FIXTURES TO BE 100% CFL BULBS ELECTRICAL LEGEND 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 FIXTURE � TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE ( o CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT cn 'Lu DOOR BELL CHIMES W WP WATER PROOF W/ GROUND FAULT L)) 220 VOLT OUTLET O— DOOR BELL ® SPECIAL SERVICES OUTLET DISP O DISPOSAL TV� T.V. CABLE OUTLET L= DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING Dl JUNCTION BOX WATER PROOF RECESSED LIGHTING O THERMOSTAT BATH FAN O LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT C INTERCOM SYSTEM ® L.E.D. DISC LIGHT ® GARAGE DOOR PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY FINALAMPS NEEDED SAMEAS UNDERGROUND WITH ELECTRICAL CONTRACTOR 200 AMP SERVICE 200 = 210 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 # S 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 MATERIALAND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. = N�� Ew s i.� t g lii '0 00 e G m AN lJi W ti -sm= m�3 W y N W N Q 0�5 aa� LL M-`0ii r R m O m ,e Z_e.C� � ae� 0 o Z m o M�2m < o � U m o V/ Z z N O m o ii�R `\■ ZrL 10 r N J z Q9Q (� 8 / ^Ln, 4� y ro w N 1- a o E fl' 1 V — Q w to c 0 o m UCG Ln ZD 0 m 2 N EO O U c Qmom NVY am' I . ; 17 a' SA 9= u ^ KA W 4= FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: O I— Z c e4 LIJ `y to to M ZI— �CU M cL J Lu Z:) `0" P _I m U) (n LID VI Model Name / Number: 2000 Plan Issue Date: d Wednesday, February 26, 2020 g KA PROJECT NUMBER: s 20-1474 0 Sheet: Of: 0 �Oo ELECTRICAL PLAN 48' OFF RIDGE VENT 48" OFF RIDGE VENT 48" OFF RIDGE VENT M TOP OF BLOCK TOP OF BLOCK TOP OF WINDOW 2' 0" 0 0o ap io 1A3 SH LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 25 SH r_ FIN. FLR. OF BLOCK Q.O.W. _�N_FLL_— DBL 25 SH I u ji 28682868 DOOR DOOR STYLE MAY VARY REFER TO SPECIFICATIONS Fl DECO STONE VENEER TYP. PLACES SHOWN F-1 0 25 SH 25 SH 25 SH DECO STONE VENEER TYP. PLACES SHOWN LEFT ELEVATION SCALE:1/4"=1'-0" OF RI (]CK I FIN. FLR_ M chi VENTILATION CALCULATION Formula = SF / 300 / 2 * 144 = not So inches of venting needed equally for Intake and exhaust Soffit productprovides 4,12 net sq in / sf Ridge vent provides 18.00 net sq i n / If Off ridge vent provides 138.00 net sq in / sf Overhang distance 1.33 It S.F. of Area to be vented (SF) 2004 s.f. Total needed for ezhaustfor upper 1/3 481 net sq inches Total needed forintake.(soffitarea, lower): 481net sq inches Number of Off Ridge Vents for upper 1/3 needed 3 L F.of Ridge Vent needed (can be used in combo with ORV) 27 Lineal Feet of Soffit needed to meet required -88 Lineal S.F. provided by plan -7CEMENTITIOUS TOPOFWINDOW RAISED BANDS RETURNS - LITE TEXTURED DECORATIVE 0 CEMENTITIOUS COATING 00 iD 2' O" N R_ ------'''"''FFFFcF------ - 25 SH 25 SH — _ FIN. FLR_ -- ------------------- - 70P OF 12 6� 6"RAISED BAND DECORATIVE SHAKE SIDING TYP. _.gr��l��■�rriEd 1\� � �� ■ ■ � � ■ � ■ ■ ICI ICI ,�' I ❑� ODOOD�O�sa� 16'x7'32 PANEL • • • r. O •• • B RIGHT ELEVATION SCALE: 1/4"=1'-O" __- -_- BRG.0ENTRY _- TOP OF OPENING_ RAISED BAND TOP OF BLOCK All i T.O.W I HIM, H± 25 SH 25 SH LITE TEXTURED DECORATIVE CEMENTITIOUS COATING FRONT ELEVATION "CR" SCALE:1/4"=1'-0" 'P 5 is cw (V o * -k : UJ M e OLjj F • '� c ee QFj O V`\;•l��j�� TO ee`O, , OS d +om Sp T E g go F In CO 9Fe Qoo x �ANOI J J 58g F.R Im zLQ W 042� a, a �A ?s 3 ¢ IL c n T X� z O M v �* A.'.e www.rosnuG.cm ❑ ❑ ❑ M - w Z g N NQpN Z Q c ¢ o 3 D- � Y � Z 6 U V w ` w i--� W t- w �11 0 E T V — o E 0 w o �V) c mAl � _ m 00 Q C Lf0 �44� jjEDAMS HOMES v FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 QULFBREEZE PARKWAY QULFBREEZE, M=DA 32563 a s DIVISION LOCATION: PORT ST.'LUCIE a P ♦ Job Information: o n ry m v O ll z.� wOn g N cc 3 m =n CL o _ H 0MUj m J m to (/) v; m ♦ Model Name /Number. U 2000 a m Z ♦ Plan Issue Date: dd? a Wednesday, February 26, 2020 w ♦ KA PROJECT NUMBER: 20-1474 T R Sheet: /� ��1/ Of: ELEVATIONS - CR SEE DE' G.C. TO PR( BLOCKING' W/ APA RE( FOR SPAN F 7/16"OSB, SEE "HIP/R BLOCKING" ** ALTERNATE SPAN RATED 32/1.6 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING THICKNESS I515/32".) IF 15/32" IS USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP ECTIONS 20'-0" MAX 20'-0" MAX TB03 EQ. d 4 ECONTINUOUS BOTTOM CHORD a " BRACE SEE BRACING 2 X 4 MIN. SEE DETAIL TBO4- - - 4 IVIDE DETAIL E TB01 O COMPLY 4 :OMENDATIONS- ATING OF xH 4 DGE _ _ DETAIL- Q V _ Q O _ O 2 W O m a e Q e O � � Z-1 TIT. I I I I wj 1 1a _ _ E4 TOP & BOTTOM CHORD GABLE END BRACING @ � ` 4'-0". O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES 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 71 4 FT. 2 L--------------------------- ------------------------------ 4' I FT. I 7 O I i � I L-----------------.-_--------- 2--------__---____-��/ 5 11 4 Ff. O 511 4Fr. O2 O lO I i---- -----------.-______----------- __---_-___-` I I � I O 2 2 I I - � 4 Fr, ---- --- Q --------- (2) -- 4 Fi. O 4 Fr. u ZONE DIAGRAM A NAILATBASE2ROWS@ROOFcNAILING ROOF NAILING SCHEDULE © NAIL AT TOP PLATE TWO ROWS @4"O.C.W/8dCOMMON NAIL NAILING ZONES (SHINGLE AND TILE) © NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL ZONE 1. Sc RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 INFIELD O NAIL INT. AT 3" O.C. W/ 8d COMMON NAIL ZONE 2 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 INFIELD ZONE 3 Sd RING SHANK NAILS @ 4" 0-C. ON EDGE AND 4" 0.0 IN FIELD O STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. (NOTE: IF 519" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING W/8d COMMON NAIL SHANK NAILS) O PLYWOOD .SPLICES @ HEADER -NAIL SHEATHING TO HEADER .NOTE: W/ Sd COMMON NAILS @ 4" O.C. 7/16' OSB MIN. (SHINGLES) SPAN RATED 24/16 © (2) Sd NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL OR ROOF SHEATHING: (APA RATED EXPOSURE 1)15/32"OR GREATER MEMBER IF GABLE END CDX PLYWOOD (TILE) NOTE: Sd NAILS FOR WALL SHEATHING MUST BE MIN .131" X 21/2" SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO MORE THAN 1/8". STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM 1/8" SPACE IS ALTERNATE PANEL WALL SYSTEM (PREFAB) ATTACH WALL SHEATHING W/ RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW 16GA X 13/4" STAPLES & 2" O.C. ON EDGE & 4" O.C. IN FIELD. FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8" 15/32"OSB (2)- 2x TOP PLATE 15/32" OSB EXPOSURE1 EXPOSURE) BEYOND SHEATHING SHEATHING PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET II 1 ---- I I If II I II 11 111--1r-jr- SOLID 2x BLOCKING @ ALL = w III 111 II II SHEATHING rn `71 I I II II EDGES(SEE SECTIONII 11 OPENING 111 11 - - - II II 'If 11 If II Ill II 11 J. II I II II If 2xSTUDS wo I if II I BEYOND. it I I I II I II I 11 II II SEE PLAN n 11 III 1 if II I L) 11 I III II II I II 11 II II �? I y 1 I I y I W LL SHEATHING L ) I r -� 2x4 P.T. BASE 2x RIBBON x (� - PLATE BEYOND OR VERTICAL HORIZONTAL SEE PLAN BLOCKING WALL ELEVATION DIAGRAM BETWEEN "S"=NAIL IUD Z W LL = aOQ a_ ul (=O 0 y�k8� OH�00 UIL LLk NW20 LL N UL FLOOR SPACING SYSTEM AT ALL PANEL BLOCKING LOCATIONS MIN 2 X4 #2 SPF TURNED VERTICAL W/ 7116" FLITCH PLATE TO W/ (2)12d - TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL T--- 4„ 1 S /2" W/ (4) Bd NAILS -- . ------ - . (STAGGERED D.C.2) 8d NAILS @3" SINGLE NAIL EDGE SPACING S /2" ALTERNATING DOUBLE NAIL EDGE SPACING BLOCKING SECTION X"X 'CONTRACTOR TO INSTALL EITHER HORIZONTAL OR VERTICAL BLOCKING AS SHOWN. BOTH ARE ADEQUATE TB13 WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. I Hatch Leaend 8'-00" TO 17-00 KNEE' 8'-00" BRG WALL ROOF CRITERIA AS" OVERHANG @ EAVES U.N.O. 42" OVERHANG @ GABLES U.N.O. SQUARE CUT FASCIA -ROOF PITCH PER ELEVATION SHINGLE LOADING TRUSS LAYOUT IT SCALE: 1/4"=V-0" CONNECTOR SCHEDULE FOR: ADAMS HOMES 2000 CR 4`' ^ '' TRUSS ID BEARING POINT MUSS ACTUAL LONNECTORID CONNECTOR UPgrr -' UPLIFT pF,51GN C1,C1A,C1V,C3,C3V,CSV, E5, E7V,H3, H5, H7V L/R -305#or less HETA16/PERTRU55`MFa I`110d - 2 t " A02-A15, 301-B05, GO1q G02q G03, G03 LIP -930 por less NETAl6 /HETATA 19110dX 1',1 �" 11Td Xsi+i744 "� IN Bd TOPP}�yii CSP, ESP, H3P L/R -379#prless HIDA/PER MUSS MFG a(yATr, N M11Ddz1 i12""141U„95, ISS)lp{nj'S dl 4 POS L/R -434#or less H10A/'HLSA Sb4p6{117-0f1d - d4B54dxL 112" = Sn44L L/R -2331#orIess (2)HETA16 /(2)NET4L5*;' 2363A(38j5# {LO)A04ds 1-1/S" (3U)di)d xi+iT3*. 'WI V03 T. CONT, -217#o,NeS � .r °5[9 b141VB6G1/id F TRUSS MANUFACTURER PROBUIID DATE OF LAYOUT: DATE OF TRUSS CUT SHEETS. 2/20/2020 777777777 t LEFT,R RIGHT &M M I DDIE BEARI NGS. c' BEARING LOCATIONS ARE REFERENCED TO TRU55 MANUFACTURER'S TRUSS DRAW INGS. ALLCONNECTORS ARE SiMP50N PRODUCTS S '� SIMPSON - CONNECTOR SCHEDULE LISP - CONNECTOR SCHEDULE CONNECTOR&FASTENERS SPF SYP HTA18 w/110)10tl x11/2'GR MARK. TYPE CONNECTOR& FASTENERS ew BYP OFRAMETO A HETAuewm10dx117 CR MASONRY H2.5Aw/((9)Td 1610 HTA20w/(10)IDdx 117 1585 1870 O FRAME TO FRAME H2.SAw/I70)Bd NML8 NAJLS" T1A6 } 565 RT7A w/(10)Bd NAILS 51S 585 ©FRAMETO H10Aw41B)10dx 11/2" 1080 V2" RT10dxl 11120 .FRAME 16q-2w/(18)10dx1112"AT2PLY TRUSSES Wa �'0 1080 RT78$w/(18)1Q1zt 12"Ai2�YTRU88E8 1,7 AT2 935 935 1000 OFRAME TO MT812w/(14)10dx117(ATEXTERIOR � MTW72 w/(14)10dx 1112'(ATEMFAIOR FRAME LOCATION INCLUDE 3)12d TOENAILS) 990 LOCATION INCLUDES 12tl TOENAILS) 1006 1796 OFRAME TO MGT W1(22)1Ud NAlLSANDWF ATA.wl12' MuGT1S w/(28)10d NAILS AND SIP A. TA w/ MASONRY EMBEDMENT wI SIMPSON'SEP EPDXY 3965. 12'EMBEDMENT w/SIMPSON-SET'EPDXY 3 N 4485 OFRAME TO HT820w/(24)10d x 1 1r' (ATEXTERIOR HTW20 wA24)10dx117(AT EXTERIOR FRAME LOCATION INCLUDE)3)12d TOENAILS 1245 1910 LOCATION INOLUDE(3)12d TOENAILS 12B5 1530 QFRAME TO (2) HTSW w/(48)10d x 117(AT EXTERIOR (2)HTW20 w/(48)10dx 11/2'(AT EXTERIOR FRAME LOCATION INCLUDE (6)12d TOENAILS 249D 2920 LOGTpryIryCLUDE (6)i2d TOENU('EAI 0 30s0 FRAME TO HGT.2w/(16)IOd NAILS AND (2) Sr AT.R. HUG72w/(18)10d NAILS AND (2)&8" A.T.R. OG MASONRY W/IT MSEDMENT w/SIMPSON"SET' 10690 w/ 12' EMBEDMENT wI SIMPSON 'SET' 702G 97N 6 EPDXY (HOT-3 FOR 3-PLY) EPDXY(HUGT3 FOR 3-PLY) c 0 FRAMETO MASONRY FGTRW(18) IW' x W SDS WOOD SCREWS AND (2) 12" x VTREN HD ANCHOR BOLTS 3400 4725 RFUSw/(12)W83WOODSCREWSAND (4)3N'xe"WEDGE.SOLT 710D (1) LGT2 w/ (10)16d SINKERS [S Jt FRAMETO & (7)1/1P x2-1W TNEN 2 1750 2030 7dTJ{ MASONRY EENCTEiOSELOW FRAME TO (2) LGT2 w/ (32)16d SINKERS & (74) 36OPM 4060-M (2) LUGT2 W (32)16d SINKERS & (10) 310" 3100-M T2 co MASONRY 1/4"x2114" TTTEN(2 PLY TRUSS) 3240-F 1/4"x 3'WEDGE-BOLT(2 PLY TRUSS) FRAME OR(28) 16d SINKERS FOR FRAME (M) 3770P OR M) I Sd SINKERS FOR FRAME(EA) 3800-F 4520-F ®FRAME TO (2)LGT3 W(24)1N"x 7 SDS SCREWS &(8)3M'x 5"Tr1EN(2 PLY TRUSS) 473D4.1 6570-M (2)LUGT3 w/(1V4"x217 WS25 gg80d1 7050.M MASONRY) `"i010'F SCREWS &(4) 310"x 5'WB(2 PLY TRUSS) FRAME OR(52) 1 SO SINKERS FOR FRAME ILA) 8980.E OR(56) IM SINKERS FOR FRAME (EA) 8480.E T/10.F y O BEAM TO HU410 OPT HUC410 w/(18) 16d 4(10) 1W CM680 HD410 OPT HD4101Fw1(20) i8d 8(10) 10d CY3080 BEAM NAILS UM 895 NAILS U#1950 C ©BEAM TO HU410 OPT HVC410 w/(15)TTTEN 0#4600 HD410 OPT HD4101F w/(20) 1/4"x3" 0#3365 .1 MASONRY 1/4-x23W&(10)10d NAILS U11800 WEDGEBOLT&(10) 101 NAILS u#&50 .E O BEAM TO MASONRY) HU46 OPT HUC48 W(6) 1W NAILS (12)1/4'x23/4'TrFEN(TOMA&) OW540 093DOO HD960PT M118 w/(8)100 NAILS& C#/1625 G#20I5 FRAME OR (12) 16d&(S) IAI(FOR FRAME) LAND SYPF U#1135 SYP-M (12) 1W x 23W" TAPOONS(TO MAS.) OR112)18d&(6)1Dd(FORPRAME) U#1030 SYP.F U9850 SYP-M HETA16 OPT (2) HUA20 1920 1920 (2) HTA100PT (2) HTA20 1870 OFRAMETO(2) MASONRY MASONRY 1-PLY w/(10) 1 Od x 1112"OR 2365 2365 1-PLY W(10) 10d x I I WOR 2430 2.PLY w/(12)1Rd 2i Yw/(12)16d HTSMI 6 w/(8)10d NAILS AND (4) IMW i)P HIS 1110 HTWM16 w/(S)t Od NAILS AND (4) 1WAY4" 1145 1225 FRAMETO TA C WEDGE -BOLT 0 lJ MASONRY OR HTSM20 M (10)1 Od NAILS AND (4)1)4"X21/P 955 1110. OR M20 w/ (10)10d NAILS AND (4)14"x13/4" TAPCONS WEDGE -DOLT 1145 1225 H1 OS W(9)M xt V2" NAILS AND (2) OFRAMETO MASONRY TITAN HD 780 910 FRAME TO DTT22 w/(8) 11C xl Me SDS WOOD DTB-TZW (S) 114'x177 W515 WOOD O MASONRY SCREWS AND (1) 1179 AT.R. EPDXI ED w/ IBM 2146 SCREWS AND (1) 17 B AT.R. EPDXIED w/ 1610 1835 SIMPSON "SET' (SEE NOTE #4) SIMPSON SET' (SEE NOTE 94) FRAMETO HTTSw/(26)16dxZ 17 NAILS AND (1) 5IV 0 HTT45 W(26) 161 X21Q"NAILS AND (1) O MASONRY A.T.R. EPDXIED W SIMPSON SET" 4375 8090 &8"S A.T.R. EPDXIED w/SIMPSON -SET' - 5006 (SEE NOTE #-BELOW) (SEE NOTE 1E4 BELOW) FRAME TO HR4 w/(18)16d x21/2" NAILS AND (1) 518.0 HTT45 wd(18) 1111 IQ In"NAILS AND (1) O MASONRY A.T.R. EPDXIED W SIMPSON SET" 3540 4236 SWO AT.R. EPDXIED w/SIMPSON "BET' 4160 (SEE NOTE#4 BELOW) (SEE NOTE 04 BELOW) OT FRAME TO FRAME 14108 w1(24) 10dx112' NAILS ] 80 910 LUGTi w/(Z3)Bd x17/2"NAILS 876 1045 OFRAME TO HMGHCRW(4)114" U7 SOS WOOD 760 RT1BM w/(a) 10d x 117 NAILS MASONRY SCREWS & (5)1/4-4 IW"TAPCONS 760. (4)1/4'x i 3W"TAPCONS 1395 1395 TO VGT wI(18)1/4° SDS WOOD SCREWS& OFRAME 'MASONRY (1)&8"B A.T.R. EPDXIED w/ SIMPSON'9ET" 35M 4940 w/12"MIN. EMBEDMENT W VGT NJ (32)11VXd" SDS WOOD SCREWS OFRAMETO MASONRY A(2)&S'9 AT.iL EPDXIED w/SIMPSON 5170 71W "SE77 W112" MIN. EMBEDMENT VOT w/(16)1/4"x3' SDS WOOD SCREWS& XO FRAMETO HOLWSD82.5 w/(10) 1/4'121/2" SDS WOOD y� 4565 MUGT15.1(22) 1 Od NAILS & HTT45 W (18) - 4180 FRAME SCREWS 6(1) 51W O ATA. 10d NAIL$&(1) Sl8" O A.T.R. TO (2) HTTS AY(52)18dN2 U2"NAILS& (2) HTT45w/(52) 1Sd Q17 NAILS OFRAME FRAME (1) 5WE A.T.R. (SEE NOTE 114) 4373 5090 &(1)&8"9 A.T.R. IEEE NOTE") 5005 1 CONNECTALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALLS BEAMS W(2)12d TOENAILS 2. ALL TRUSS TO TRUSS CONNECIONSARE PROVIDED BYTRUSS MANUFACTURER. U.N.O ON PLAN. \\\\1ftNlil/fff�1, ♦\♦.Q Pg4(7 'to gh,1,s�s - N S si ss t4o 87 OF t4U( 9 3T I Q" III4U 11 f11\ 3. G.C. MAY USE EITHER SIMPSON OR USP CONNECTIONS, SEE FRAMING PLAN FOR CONNECTOR CALL OUT. t Lp 4. FOR SINGLE PLY TRUSSES, SCAB ON FULL HEIGHT SYP #1TW" TO TRUSS VERTICAL WEB w/(2) ROWS OF 101 MAILS W 3" O.C. STAGGERED. v g� �$ � N N to S. MINIMUM A.T.R. ERIMOMENT:5"EMBEDMENT FOR I/2'A.TA.9' EMBEDMENT FOR 54T A.T.R. VEMSEDMENT FOR 7/8" A.T.R.(IFAT STEP, N .-I DEPTH 0 FROM LOWER BLAB). w g_ fill, F pNp &. SCAB TRUSS CHORD W)0-0'2x SYP #2(MATCH CHORD LUMBER SIZE) w/(2)ROW310d @-'FROM END84"O.C. 5$gg ti # # 00 00 STAGGERED; CENTER AT CONNECTOR LOCATION AS O� �43y J J MUCHAS POSSIBLE." - ''� B W�6m5 n AO MINIMAL CONNECTOR UNOON FRAMING PLAN 1. CONNECTION FOR ALL ROOF/ FLOOR TRUSSES TO MASONRY WAU SI LINTEL& KF WALLS LINO ON PLAN ] Q Q P' r�,E G_ 2. CONNECTION AT 24'OR 32'O.C. PENDING VERTICALS FOR ALL FLOOR TRUSSES PARALLEL TO MASONRY N 12 8 Zvi 5 a a WALLSSEEDETAIL F612I03FORMOTRE INFORMATION S_ y 0 C 0 3. CONNECTION FOR ALL HIP JACK(CORNERJACK) TOMASONRY WALLSACFWALL&LINTELS 0 12-S Q02r- O 4. CONNECTION FOR ALL CONTINUOUS RIM BOARD TO TOP OF MASONRY AT 32'O.0 MAX w/(2) AT EACH 41 We £+ III ` w18. 0: m O CORNER. G.C. TO VERIFY LOCATION DOES NOT CONFUCT WRIT (IFAPPLICABLE) LAYOUT Y -,I S Ip n III e - O7 m S. CONNECTALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WAWBEAMS w/ (2)124 TONAIL9 c3 BO MINIMAL CONNECTOR UNOON FRAMING PLAN wgrvv III "f. O O 1..7�xCONNECTLONFORJACKTRUSSTOWOODWALLORBEAM n S�IL III ~ J nC MINIMAL CONNECTOR LINO ON FRAMING PLAN � � a P WWW.FDSFNG.QOM �. ROOF FRAMING NOTES 1. SHINGLE ROOFING SYSTEM OVER MIN, 7/16" OSB ON PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. (SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPE AND OTHER INFORMATION. 2. THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE7/16 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 TO FRAMER - - - IF ROOFTRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN 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, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FOS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 C.M.U. OR ICE WALL 0 METAL DRIP EDGE .SEE TYP. WALL 2 x.SU6-FASCIA SECTION ALUM FASCIA 2x4 P.T. FASTEN TO C.M.U. w/ 11/2' LONG T-NAILS @ 2'-0" O.C. SECUREJ-CHANNEL @ 12" O.C. CONTINUOUS VINYL ®G.C. SHALL VERIFY SOFFIT MATERIAL CAPAOITY TO RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING WIND PRESSURE TYPICAL SOFFIT SUPPORT DETAIL 3/4"=v-O" LD e W 5 zm Z Q c LLc 3 6 � RRa o = m - � � � o E s l.J p „o t11 m �M T2 m w ONC o U Giza; -.Q D C;w dm1 v �® DAMS HOMES IIIIIIEI��� FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE 8 Job Information: a n/ M O Al c s g Z 14 0 LO O � � E W 0 O O 4j o N xi 3 m z J N �. H�V00 (h a T O_lWZ n a Vl M , A 1 4.. LO LL Model Name / Number: (�, 2000 Vi Plan Issue Date: Wednesday, February 26, 2020 F KA PROJECT NUMBER: 20-1474 Y Sheet: Of: s N OPVIUSS LAYOUT N AN DAd'/ APP111ii5 PLF) (# PLF)` LP," 168 PLF 23�lF�,f' °168 PLF 405 Pit P 168 PLF 1624 i' " ' 98 PI L "2 PLF0,1 { v 450 f TYP. TIE BEAM W/3000 P.S.I. CONC. W/1 #5 REBAR CONT. SIMPSON SP4 W/(6) - 10d X 11/2 SP6 OR SPS FOR 2x6 AND 2x8 WALLS a .• DOUBLE 2X TOP PLATE STANDARD HOOKS SEE M905 FOR MORE INFO TYP. HUED CELL W/3000 P.S.I. CONIC. W/1 #5 REBAR VERT. INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL s" C.M.U. 2"x #2 SYP/SPF P.T. W/ (3)1/2' X S' '? BOLTS OR (3)1/2' X6'.EXPANSION ANCHORS OR (61 S" X 1/4" TAPOONS OR (8) 2 7/8" HILT[ TIX-DNI NAILS 2x BASE PLATE SEE . .. .. .. .. .. .. PLAN FOR MORE INFO MS03 I ram,ter/nutxv/ur i%nrv"."r1" r N.T.S. #5 REINF. 20" MIN. LAP BAR N #30R#4 REINFORCING �� BAR �8. #'3 & #A I AP SPI ICE ,. 25" MIN. LAP iiiii #5 STD. 90 HOOK � #S SAFI 0 #f+ A�,P CPI I(:F SCALE '1."=I 0' 36" M� INS #6 REINFORCING • GRADE 40 U.N,O. #6 a AP SPLICE MS05 I REBAR SPLICE DETAIL - GRADE 40 1 N.T.S. I ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING #ROWS 2 X 4 1/4" X 2%' 12' O.C. 1 2 x 6 1/4" X 2•AA- 12" O.C. 2 2 x B 1/4' X 2-A" 12. O.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. IUNTFLJ --- i w > , BUCKK SUS W/ ; 1/2" O.S.e, r BETWEEN I r , i FASTEN PT 2 NAILER TO MASONRY r r IF DOUBLE 2X NAILER IS USED, USE 1/4"X 4 1/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED MS11 2x BUCK DETAIL N.T.S. FORM & GROUT SOLID BAR CONT, RM85 12" LINTEL DETAIL 3/4'=1•-0" LINTEL BEAM: 1 COURSE UNTEL BLOCK W/1#5 BAR & 3000 PSI GROUT, MIN. 25' LAP (ACI 530) CONC. SLAB SEE FOUNDATION PLAN FOR MORE INFO — I III II ��IIII NONSHEARWALL SEGMENT TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. —FILLED CELL: FILL BILK CELLS WITH 3000 P.S.I. GROUT ONE #5 0 LOCATIONS SHOWN ON THE FOUNDATION PLAN AND FLOOR PLAN. MIN. LAP 25" (ACI 530) TOP OF 9AB GENERAL NOTES 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THROUGH OUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END ALL RECESSED LINTELS TO HAVE MIN. B" BEARING EA, END 4. A LINTEL 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 ENGINEERING LETTER, IFA SMALLER LINTEL IS INSTALLED CONTACT FOR FOR APPROVAL. 5. (A) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32' HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. GENERAL CONCRETE LINTEL APPROVED LINTELS: CASTE-CRETE, QUALITY PRECAST, LOTTS, PRO-CRETE F=ALLED WITH GROUT/U-UNRLLED RE84R ATTOP' R=RE,,SSED MIN. 11)fl 'O CLEAR OF REBAR BOTTOM OF LINTEE L CAVITY `�•: ' �QN. TOP KNOCKOUT I INTIR FROCK � R6E F161B/1T !OMINAL [QUANTITY � GROUT ti MOTH OF #5 #S REBAR AT BOT TOMOFT NOMINAL .TOP EL CAV o UNiEI CAVITY HEIGHT TTOfrt ARRNFORCING T5 8" U pilhai IN UNTEL (VARIES) TYPE DFSIC"NATION 6"NOMMALWIOTH GENFRAI. CONCRETE INTTEI MATFRIAI S CFNPRAI INCTAI I ATION. NOTES 1, fin pretest lirhdi ii; MOO PSI. + ProNce Nh merter head and bed)Mnta. 2. fc prestressed Ilmels a 6" psi. 2 Shore Ailed Andres as required. 3. Smiftea per ASTM 0476 fg=30GD psi w/ 3. hwtallegon of lime must Comply sigh the a ,jabpi adi atrubli 4rev1 a. mai 3/e' aggregate and 6' w 11' slump. A. U-Urtels Am mamNaclumc sink 5 W2" long notthee at the and. W aceonxnoderm S. Concrete masonry units(Cli Per ASTM C90 w/ wr6cel call mnforeing and Anou A mlNmum net ema bernpreaslw: strength =1900 pal. 6. NI IlAr le meat 4r exceed L/360 wdicel collection, except IlmaI517'A" and 6. Indian pet ASTM A616 Grad. 60. sigh longer a naresw height of r meM or exceed L/180. Preshesvig strand pat ASTM A416 grace 6. Gabon, RAW added rabar to lea bcatee At the botfan a Ara llntal—V. T. 2701ow relarri T. T/32"dleri wIm atim,paWaweldae to Ure bottom m stee Im ethanbN anchorage. T/n wlm per ASTM A510. fi CasllnPlace cencri ma be PM load In omnpoelte Rnfe.. In Ileu al mrxreta S. Harter per ASTM C270 type M m S. irasonryi.pim 8. Safe load ra Inge based on ratbnM design All per ACI SRA and AO 530 10. Fli pmdtl Approwl No. 151 13. The Axtervot surface of III Installed h etlmlar cancrMemesonrywelle sMR hme e Adeligi ofathc applied In axNdanae wim ASTM C426 arather appmed ocear@g. 12. 1 boded #nultanepi w wuncel (greNd end ophi end horlaordw (letamg Dace ahead be cm Red Ta N. leading w^4r tiro fdlvNmg equetbn: Apph.'ed wmcul load + ARlle,f Iroteontel bad < LO Safe w I load Sete hmhmtal lead — HURRICANE ANCHORS TYP-1 PRECAST "U" LINTEL W/ 30OOPSI GONG. AT OPENINGS SEE GENERAL CONCRETE UNTEL SCHEDULE FOR REQUIRED REINFORCEMENT REBAR ON BOTH SIDES OF OPENING U.N.O. PROVIDE KNOCK -OUT BLOCK FOR FIRST " COMPLETE CMU COURSE BELOW SILL S FILL SOLID W/ (IL) 95 BAR FOR ALL WINDOW OPENINGS W-11" AND IAROEIi W/145 S'XB"x CMU U.N.O.O. BROUT SHALL BE FLUSH iiiin—WITH TOP OF WALL f0" A 81D. 90 HOOK N °� yaj V1 N 41 Q H 5 ttT1N 111ff/ `� .•�GEN �F 0 o 834 m = *ir N T E OF w Z z ,� f6 2 � O N N � a C a N 0 n L' TYP. BOND BEAM I S"xS'xl6"K.O. ° LINTEL BLOCK RLL W/3CD0 P.S.I. CONC. W/1 #5 CIA. ' F REBAR I i t INDICATES FILLED CELL FROM FTS. TO , BEAM WITH 1 #5 t BAR MIN, j t TYP. DOWEL 25" r MIN. LAP (ACI 530) i LINTEL PLAN SCALE: 1/4"=1'-O" SEE FOUNDATION SEE FQ DATK)N PLAN FOR LIRBRATIONS 7 ELEVATION "A" AND "CR11 PLAN MS011 BLOCK WALL REINFORCEMENT I N.TS I I Nto g 4 to co i F N 00 EIs Ab 511 i i 75 ° &�Cg5.0 C c ' C V m-M 0) VF' 0 sic a l lL '"' 13-a jig a 0: I c5 a. s' w . Q § m cD 09 ILZ�S d i � Joy °�8@a 'o � r-� .� VA'M'.FDSBVG.COAI ❑ ❑ ❑ C9 xn �2 1 Z N "a Z ro a a _ Y Z n O $ r .O w o c m F- W CNC Q ad {{ NW aN� _ C t` W o aC)SWIM om 410 A DAM HOMICS FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZ-E PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Fj Job Information: O F z W y m "m O (N xH ?.� tit Z as A A m M a Q J W:D m o J m U) (n LO u Model Name / Number: 2000 F Plan Issue Date: Wednesday, February 26, 2020 KA PROJECT NUMBER: 20-1474 Sheet: SIRRI Of: v0P1dNTEL PLAN 2x6 #2 SYP P.T. ° W/ (2) %"x5" WEDGEANCHOR 0 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" "J" BOLTS WASHERS SET IN FILLED CELL W/ #5 TYP. FILLED CELL o o VERTICAL MIN. 5 PER JAMB. o SECTIONAL ® OVERHEAD WOOD P.T. #2 DOOR '.: SYP 2" X 6" TRIM ... o 2"x6" P.T. WOOD JAMB DOOR AND CONNECTION PER --/ GARAGE DOOR MANUFACTURER TYP. GARAGE DOOR TRACK MOUNTING DETAIL GARAGE SLAB a N MS12 I OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. BLOWN -IN R-30 INSULATION PER FBC AND ENERGY FORM SUBMITTED 12 WITH PERMIT APPLICATION i PROVIDE BAFFLES AT EAVES SEE PLAN (FOR VENTED ATTICS) FIBERGLASS SHINGLES OR TILE ROOF (PER ELEVATION) i OVER APPOVED UNDERLAYMENT ' PER FBCR 905.1.1 OVER All PRE-ENG. WOOD RATED STRUCTURAL SHEATHING TRUSSES @ 24" O.C. (SEE STRUCTURAL NOTES FASTENED TO TRUSSES PER ROOF i _... NAILING SCHEDULE) ' TRUSS ANCHOR (SEE PLAN) TO BE INSTALLED ON OUTSIDE FACE ----� tMETAL DRIP EDGE 1/2" DRYWALL CONNECT ALL 2x STUD ZX SUBFASCIA TO TOP PLATE WITH (4) 16d TOENAILS SOFFIT. SEE ARCH. PLANS 1/2" DRYWALL SEE PLAN FOR HEADER SIZE OPTION' MAXIMUM OF (3) - 2X PLATES MAY BE ADDED BELOW THE HEADER W/ EACH PLY ATTACHED W/ (2) ROWS OF 16d NAILS AT 8" O.0 VINYL FRAMED WINDOW w/ SCREEN (G.C. TO VERIFY W/ FLOOR PLAN LOCATION OF OPENINGS IN EXTERIOR WOOD WALLS, IF NO OPENINGS ARE INDICATED, FULL STUDS ARE REQUIRED). NOTE: 44" MAX. SILL Ill ON ALL BEDROOM WINDOWS. 15/32" OSB EXPOSURE 1 ON O.H. EXT. WALL W/ ALL EDGES BLOCKED. SEE ELEV. SEE TS13 FOR NAIL ATTACHMENT. (OPTION) STAPLE: 16 GA. 1 3/4" STAPLE @ 2" DO EDGES AND FIELD. CEMENTIROUS DECORATIVE FINISH 718" THICK PER ASTM C-926-98A 2X STUDS (SEE FLOOR PLAN FOR 1/2" DRYWALL MORE INFORMATION). SEE TB13 ON SHEET 6 FOR NAILING INFORMATION FOR R-13 INSULATION AT EXTERIOR WALL SHEATHING. WOOD FRAME WALL PER FBC P.T. 2X #2 SYP. BASE PLATE AND ENERGY FORM SUBMITTED w/ 1/2 x B A.B. (OR 1/2" x 8" TITEN WITH PERMIT APPLICATION HD) w/2" WASHER AT 32" O.C. WOOD BASE MIN. 6" FROM END - SEE WS07 FOR TERMITE SHIELD SEE FOUNDATION PLAN FOR SLAB INFORMATION - — - — TOP OF SLAB _ _ 00 �,��� GRADE I CLEAN O COMPACTED N iv FILL • ',"_ c7 SEE FOUNDATION PLAN 16" FOR FTG REQUIREMENTS WS02 I TYPICAL WALL SECTION EXTERIOR FRAME 3/4" = 1'-0" DROP GABLE END TRUSS & 2x OUT LOOK RAFTERS FOR O.H. GREATER THAN 12" ATTACH 2 x OUT LOOKER @ 24" O.C. TO TRUSS WITH MTS12 OR H2.5. FOR O.H. 12" AND UNDER -SPACE OUTLOOKER BLOCKS @ 24" O.C. NO STRAPS REQUIRED. SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2x4 SPF BLOCKING @ PANEL EDGES w/ (2) 16d NAILS EA. END TO TRUSS, NAIL SHEATHING @ 4" O.C. STAGGERED w/ 8d (MIN 1 ST 4 BAYS) 2x4 SPF CROSS BRACE APPROX. 8" FROM RIDGE THEN 48" O.C. AFTER. NAIL w/ (3) 10d @ EACH END & @ CROSSING AT 450ANGLE. (NOT REQ'D WHEN GABLE IS 4'-1" OR SHORTER) CONT. 2x4 SPF SPANNING (4) TRUSS BAYS (8 FT) NAILED TO 2x4 BLOCKING @ 4" O.C. W/ 12d & (2) 12d TO CHORD (MIN 1ST 4 BAYS) 2x4 SPF BLOCKING BETWEEN TRUSSES @ 48" O.C. MAX — r P OF "T"TO GABLE / (2)-12d &(1) SIMPSON H8 W/ (10) 10d X 1 -1" NAILS — STRUCTURAL SHEATHING 15' ORz16' MIN. w/ 8d NAILS i @ 3" O.C. EDGE & 6" O.C. FIELD 2x4 L BRACE FOR GABLES 3'-0" TO 5'-11' TALL. 2x6 L BRACE FOR GABLES 6'-0" AND TALLER. ATTACH L BRACE W/ 10d NAILS AT 4" O.C. GABLE TRUSS JACK TRUSS SEE PLAN FOR CONNECTION 2x4 BLOCKING W MASONRY WALL/ (2) 12d TOENAILS LINTEL OR WOOD BEAM/WALL SEE PLAN FOR MORE INFO (MASONRY SHOWN) GE21 I SECTION @ DUTCH GABLE SCALE: N.T.S. i 12 SEE PLAN PRE ENGINEERED WOOD TRUSSES @ 24" O.C. i 1/2" DRYWALL FELT PAPER OR TRUSS PLATE 3/4" P.T. NAILER .4 1/2" DRYWALL CURTAIN NAILER 1 x 4 P.T. @ WINDOWS 1 x 8 P.T. @ S.G.D. PRECAST "U" LINTEL SEE SCHEDULE NOTE: 44" MAX. SILL HGT. ON ALL BEDROOM WINDOWS. WINDOW STOOL PER SPECS — PAPER BACKED FOIL R-4.1 u INSULATION AT CMU BLOCK WALL P PER FBC AND ENERGY FORM y SUBMITTED WITH PERMIT APPLICATION 1 x 2 PT FURRING 1x4P.T. BASE NAILER WOOD BASE SEE FOUNDATION PLAN FOR SLAB INFORMATION i { F SEE PLAN FOR RE -BAR QUANTITIES I, SEE PLAN SEE ELEV. to WS01 I TYPICAL WALL SECTION - 81, CMU BLOWN -IN R-301NSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION PROVIDE BAFFLES AT EAVES (FOR VENTED ATTICS) FIBERGLASS SHINGLES OR TILE ROOF (PER ELEVATION) OVER APPROVED UNDERLAYMENT PER FBCR 905.1.1 OVER APA RATED STRUCTURAL SHEATHING (SEE STRUCTURAL NOTES FASTENED TO TRUSSES PER ROOF NAILING SCHEDULE) TRUSS ANCHOR (SEE PLAN) _ SEE PLAN FOR BRG. HT. :uIaU404:14C 6 '2X SUBFASCIA SOFFIT. SEE ARCH. PLANS 8x8x16K.C. LINTEL BLOCK W/ (1) #5 DIA. REBAR & 3000 PSI CONCRETE FILL CELL -(1) #5 DIA, REBAR W/ 3000 PSI CONC. ALL LOCATIONS SHOWN ON FOUNDATION & FLOOR PLANS VINYL FRAMED WINDOW W/ SCREEN PRECAST CONC SILL EXTERIOR FINISH - (SEE ELEVATIONS) FTG. DOWEL #5 DUI. REBAR 17" IN CONCRETE - 25" EXTEND (ACI 530) ABOVE SLAB. ALL LOCATIONS SHOWN ON FOUNDATION PLAN TOP OF SLAB l SEE FOUNDATION PLAN 3/4" = 1'-0" I :�\� .\G NSA'•. �Si �•'i J: > y: No 7854 Lux '�Oc•' •aL Ra0.Cj'�•` C W aoo 0 p�JW OO � LL lei Ps m m W Uj V) O s"'r ZIM 3 c o III E.—,� LL m g�$gP ZNa�� a J O 9 X_ @'9 1111 El �IWd1N,FDSENSCOM Z ro o O z W (^' Q o " a � V I z o /� C7 F E 0 0 — m O w o � c m to m m w O 00 `�'", _ '� � ,y U 800 Qd000 Q.m t' OAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 PORT ST. LUCIE IVI Job Information: I..V O z N � Lo uD W N o °' m z r•I m o 9 6CNN i a I—�Um (y) J LL I ZD Lo I° _jMW n VI Model Name / Number: 2000 Ill Plan Issue Date: Wednesday, February 26, 2020 VI KA PROJECT NUMBER: 20-1474 Sheet: 2 Of: TYPICAL FRAMING m m ro W � 1" Yh" 1Ya" 14e J (2) 2x4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 z 6 LAMINATIONS W/ (2) ROW OF STAGGERED 10d ROWS OF STAGGERED 16d ROWS OF STAGGERED 16d COMMON WIRE NAILS COMMON WIRE NAILS COMMON WIRE NAILS (D = 0.148', L= 3") OR EQUAL (ONE INTO EACH OUTSIDE FACE) (ONE INTO EACH OUTSIDE FACE) (D - 0-10?', L- 3-1/2') OR EQUAL (D = 0.162", L=31/'2') OR EQUAL 1)ACENT NAILS ARE DRIVEN FROM 3) FOR 4-PLY, PROVIDE V4"DIA. x 51/2" LAG OPPOSITE SIDES OFTHE COLUMN. SCREWS OR EQUAL($PACE AS SHOWN FOR 3-PLY) 2) ALL NAILS PENETRATE AT LEASr 3/4" OF 4) REFER TO NDS 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) F.F. IVERHANG FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 5/8" • NO REPAIR REQ MS18 I RETROFIT WALL OVERHANG DETAIL 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 (1) JACK USED AT EACH SIDE OF OPENING G.C. TO INSTALL (3) TITEN HD. 5/8" x 8" EQUALY SPACED PER SIDE INTO CMU AT JACK TO HEADER, NO BASE CONNECTOR REQUIRED CMU -7/16" O.S.B. EA. SIDE 2X BLK'G. TO O.S.B. W/ 2 -8d EA, END EDGE VIEW S(3) 16d P4 AT COMMON 24" O.C. nIAII c/TVI HEADER PER LOCATION,, F--7/16" OSB W/ 6d NAILS @ J� 16" O.C. TO SIDE & TOP NAILER -2x W/ (2) 16d TOENAILS EACH END TYP. 2x4 SPF CONTINUOUS BLOCKING — ATTACHED TO 7/16" OSB W/ (2) 8d NAILS. SEE DETAIL ABOVE SEE ELEVATION FOR ROUND/ SQUARE TRANSOM BOX HEADER W/ (2) A35 EACH END 7'-011 MAX WINDOW OR DOOR OPN'G SEE PLAN FOR WLL HGT. WF39 I TRANSOM DETAIL AT ENTRY 1/2" 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) 48 41iA, 2x4 STUD PER PLAN 2x4 BEYOND AGAINST 2x8 STUDS NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) led TONAILS (2) ON EA. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN TOP PLATE W 8d 2 1 2" x 0.131 NAILS ($IM. w/ 2x6 * NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) TOP PLATE TRANSITION PIPE OR DUCT w/-DOUBLE 12d PENETRATION THRU TOP SPLICE TOP PLATE w/ MORE THAN 50%OF TOP ROW512d PLATE WIDTH INSTALL @ 3" O.C. SIMPSON PSPN51OZ W/ (12)16d NAILS TYP TOP & BOTT."tiIIN 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 W 8d 2 1 2" x 0.131 NAILS 4PPLATE Q'D. WHEN QT SYSTEM IS APPLIED NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL 'OP SPLICE DOUBLE 2x8 TOP PLATE 2x4 w/ 2 ROWS OF 12d NAILS @ 3" O.C. BOTTOM SPLICE OVER STUD WF17 I TOP PLATE SPLICE DETAIL 3/4"=1'-C * CRIPPLES MAY/MAY NOT BE PRESENT. VERIFY HEADER ELEVATION HEADER SUPPORT NO, OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL JACKS KINGS JACKS KINGS SIZE EA END EA END EA END EA END LESS THAN 4' 11) 2 1 121 >4' BUT <9' (2) (3) (2) (2) 10141 - 16' 3 4 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 10d NAILS @ B. O/C TYP. DOUBLE 2 x 4 CRIPPLE STUD TYPICAL (U. N.0 J - * * HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS WITHOUT UPLIFT HEADERANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE NO. & SIZE OF & GRADE RAFTER TIES EACH END SEE PLAN FOR (2) LETA 30 BEAM SIZE EE SCHEDULE 2-ROWS 12d NAILS STAGGERED @ 12" 0/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @12"C/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" O/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 81/2" AT GARAGE STEP DOWN P.T. BOT. PLATE WF09 I WALL HEADER DETAIL N.T.S. STRUCTURAL SHEATHING CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) ' \ FRAME OUT TO BLOCK EDGE I ' EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE TB13 ON , SHEET 6 STUD ANCHORING: STUD TO TOP PLATE: R-13 INSULATION AT EXTERIOR SIMPSON SP4 2 X 4 #2 SPF KNEEWALL WITH - WOOD FRAME WALL PER FBC STUDS @ 16" O.C. W/ AND ENERGY FORM SUBMITTED STRUCTURAL SHEATHING ON WITH PERMIT APPLICATION 2 X 4 SPF BOTH SIDE FROM TOP OF WALL (WHEN EXTERIOR WALL IS ; AT 16" O.C. TO BOTTOM OF BEAM, ATTACHED EXPOSED TO INTERIOR SPACE) PER NAILING SCHEDULE. 2X 4 P.T.' STUD TO SOT PLATE: SIMPSON SP4 LINTEL NOTE: HOLD FRAMING d./2" BACK FROM FACE OF BLOCK FOR SHEATING TO BE FLUSH WITH BLOCK FACE 1/2" X 8" ANCHOR BOLT @ 32" O.C. 8" CMU WALL WF21 I KNEEWALL @ ENTRY FRONT WALL 3/4" = 1'-C SEE TRUSS PLAN FOR CONNECTION FRAME OUT TO BLOCK EDGE , 1 ' R-13 INSULATION AT EXTERIOR WOOD FRAME WALL PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION (WHEN EXTERIOR WALL IS , EXPOSED TO INTERIOR SPACE) SEE PLAN FOR , BEAM SIZE , i BUILDER FRAME RADIUS AS REQUIRED 2x BUILD -OUT BEYOND WF38 I KNEEWALL @ ENTRY FRONT WALL N.T.S. a`vN111 1117 11}Ills aeaa Qi,P� OF'/jhdit •NSF' •S`,; • 0 87864 i or S ATE.. a �l�ldll1111�1�`- I g g R(Og € o �' f• a M co 8�3tE 3 jSi �' g ® W(sR`S Q s¢ti. "' a w N a G. Z LL W g °° m '• �.6$ E' 9� a I9 0 -' � N o _ r°-IRS WWW.FDSEAG.COM D ❑ ❑ (D M O 13 Z Z n o M a m U) L/) o o V E O w ci� o m u5n W OO U �y C N�Y <o .,.. r%AMA Q {Jf1Illull W IM FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE IVI lob Information: rloo O Z C N to Lo W1 E 4 a / N m m o 0 m y 0, z c j (] _3 W m o J m Ui Ui Lo u- VI Model Name / Number: 2000 VI Planlssue Date: Wednesday, February 26, 2020 KA PROJECT NUMBER: 20-1474 Sheet: S w Of: TYPICAL WALL DETAILS *DIAGONAL SPACED AT 20'-0" O.C. MAX .- - I� - SAME SPACING AS BOTTOM CHORD LATERAL BRACING DROP GABLE END TRUSS & 2x OUT LOOK RAFTERS FOR OVERHANG GREATER THAN TO BE LESS THAN ,' 12". ATTACH 2x OUTLOOKER @ 24" O.C. TO TRUSS WITH MTS12. FOR OR EQUAL TO 45° O.H.UNDER -SPACE OUTLOOKER BLOCKS @ 24" O.C. NO STRAPS REQUIRED. MINIMUM 2"x4" AND ROOF 8d NAILS @ 4" O.C. 7FOR ' CROSS BRACING L • •, •�.,. SHEATHSEE ING,3 2x4 SYP BLOCKING (SEE PLAN FOR ,., BETWEEN TRUSSES @ 48" ' LOCATION) , BLOCKING O.C. MAX, FASTEN TO EA. 2X4 SYP L BRACE FOR TRUSS w/ 3-12d NAILS EA. GABLES 3'-0" TO 5'-11" TALL. ''• , END 9x6 SYP L BRACE FOR "� - APPROXP8 CROSSGABLES 6'-0" AND TALLER. RIDGE . - :,- ATTACH L BRACE THEN 48" O.C. AFTER. NAIL w/ 12d NAILS @ 4" O.C. 3.12d @ EACH END & @ " '• ` CROSSING AT 450 ANGLE. (NOT REQ'D WHEN GABLE IS GABLE TRUSS c ' 4'-1" OR SHORTER) FASTEN (1) SIM ON HGA10 12" LONG 2x4 #2 SYP BLOCK AT CONT 2x4 SYP SPANNING (4) BRACE CONNECTOR FROM BRACE LOCATION. FASTEN TO$ TRUSS BAYS (8'-0') NAILED DIAGONAL BRACE TO SILL PLATE w/ 10d @ 3" O.C. (3) 12d -'- W/ 3-12d TO CHORD (MIN LO K/PLATE NAIL GABLE TRUSS 9 PER JOINT 1ST 4 BAYS) f� TO TOP PLATE w/ - - 7 16d NAILS @ 4" O.C. CONTINUOUS LATERAL BRACING- _ 4 BAYS "T. PLATE 1/2"x8" ANCHOR BOLT NAIL OVER X-BRACE AS SHOWN- AT 48" O.C. MIN. Y INSTALL BLKG. AT TRUSS WEBS KNOCK OUT COURSE `o CONTINUOUS BOTTOM CHORD BRACING 2'x4" MIN. FOR NAILING X-BRACING - 2x4 SPF OR SYP MASONRY WALL o w/ (3) 12d @ EACH TRUSS WEB m NAIL TOP OF "T" TO GABLE i ROOF SHEATHING, SEE TRUSS w/ 2-12d AND 1 I T813 FOR ATTACHMENT SIMPSON H8 w/ OVER JACK TRUSSES, SEE SIMPSON PLAN' 3 m TB01 TYPICAL CROSS BRACING DETAIL N,T•s• TB02 TYPICAL CROSS BRACING DETAIL N.T.S. I a FASTEN (1) SIMPSON HGA10 @ 48" O.C. w/ 8 1/4"x1 1/2" m 8 OVIDE 2X4 MIN. BLOCKING AT SDS WOOD SCREWS GABLE NAIL TOP OF "T" 2x4 BLOCKING w/ 2-12d TOENAILS o NTER LINE OF HIP/RIDGE, TYP. END TO TOP PLATE / BEAM TO GABLE TRUSS w. 2-12d FRAMED WALL OR BEAM AND 1-SIMPSON HIS w/ aauT rr TWEEN TRUSSES W/ (2) 12D ILS EACH END TO TRUSS TOP BELOW, SEE PLAN. 10d x 1 1/2" NAILS O m Pg,:. •TOf%`rY�drid HORD @ WOOD FRAMED WALL @ DUTCH GABLE T �`Q `,.e\Oj..\G'E S�:'•..�s der N NO 7864 N Y RUSS ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING GE01 GABLE END BRACING N.T.S. a s 3 n *' 2 o u,ca tNA WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP a �. E'pF [u� _ _HEATHI PACE G G.T.SHEATHING' CO0'-TO ADD2X4 ALONGSRIPPED 2X4 SYP #2TOP F��dr CHORD WHENAIL TO TOP CHORD PREVENT SHE- - - OF HIPPED TRUSS W/e rrA�iiiSPAN FROM EXCEHIP 12d NAILS @ 6" O.C. 8MAX 24" SPAN (EG.TSIDE OR BOTH IF -- m 9 (2) 12D NAILS MINIMUM (3) 12d ROOF AT 12" O.C. MAX PER JOINT MINIMUM 2"X4" SPF OR m a N N SHEATHING SEE * SPACED AT 10'-0" MAX SYP TRUSS BRACING G PLAN N N n w # 2X4 BLOCKINGtL +�a`w G MNm m HIP TRUSSW$s.. �_g BETWEEN TRUSSES q w SECT- A -A ° W �'^LLo a 4!w a..< 0 TB03 HIP / RIDGE BLOCKING DETAIL N.T.S. TB04 TRUSS BRACING OVERLAP DETAIL (TYP) m�ga.m v o 0 a In a_ ZNa'�'.�� 8B In V7 "f" < O S m ,= whWl.Flx9ENG.COM U m Y d M Z o g TRUSS NOTES: N c Z M z Q (D 6 ��11 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TPi-2014 -5 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND 3 OL BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED � c _ — s VVV Z o MI TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS, NO EXCESS CONCENTRATION OF ANY `4/! a Q CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANYONE AREA THEY SHALL BE SPREAD OUT o EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (08, Ce,88) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL m ] W LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALLO HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. NAILS AT EACH TRUSS INTERSECTION. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3-12d — V1 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. E m w O .2Ofm u+'u 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS D bGlim SEE TYP. TRUSS BLOCKING DETAILS v SHEATHING 10 U cm�E v w 000 00 ram, 00 W 3 TO 4 TRUSS WAS SHOWN ALTERNATE b = D y U In r y pp o TRUSS SPACES DIRECTION = C LO o = 4 0) W RUS N c°p DAMS HOMES VERTICAL SCAB 2x6 42 SPF 48" O.C. SEE (2)-1 NAILS :: > ,,.w,„-„,': . ,+ •-* -� *; W/ (4) 12d TOP & BOTTOM OR H5 TRUSS_ OR HCLR/LL IN PLACE OF (4( 100 SECTION TOE TRUSS REQUIRED ®RAFTERS GREATER THAN 8'-0" B-B FLORIDA CONTRACTORS LICENSE NO CRC133OJ46 3000 GULFBREEZE PARKWAY SEE PLAN ou BL-E TOP DDuaLE SEE STRUCTURAL NOTES AND NAILING m GULFBREEZE, FLORIDA 32563 PRE -ENO. TRUSS 7PLATE SECTION B-B TOP PLATE SCHEDULE FOR SHEATHING DETAILS DIVISION LOCATION: 2x sTuO WALL VARIES w ROOF SEE PLAN SLOPE / PORT ST. LUCIE CONV. FRAMED RIDGE MAY BE NAILED w/ MIN. VERTICAL SCAB #2 \ \ 2X4 SPF BLOCKING / / E ♦ Job Information: (4)12d WHEN IT LANDS SPF 4&^ O.C. w/ (4) 12d ( 4) \ / \ BETWEEN TRUSSES / NEXT TO PRE-ENG. TRUSS 2r8 8L1(ING. NAILED 0 EACH TOP &BOTTOM OR H5 OR \ \ @ 48" O.C. MAX. / / SIDE w/ (3) 12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12d e REQUIRED w/ (2) MTS12'S REQUIRED @ RAFTERS GREATER \ \ / THAN 8'-0' \ 2x4 SPF BRACE m •if' \ \ @ 48" O.C. - NAIL w/(4) / M TIE \ 12d AT EACH END & EVERYR SHEATHIN RPFfRER fd \ \ ALTERNATE DIRECTION 9 O 2x4 BLOCKING BETWEEN CB BEVEL CUTS \ TRUSSES W/ (2) 12d NAILS (OPTIONAL) G 9 EACH END, CONT. EACH BAY / / 0 TB 2X4SPF W/W SEE W EACH TRUSS ALTERNATING DB WOOD SCREW EACH TRUSS / / PLAN 1 , 1 0 BLOCKING OR H5 @ 4W O.C. ■ , (n '- t N N M PRE-ENG. TRUSS \ / / E CONT. ROOF SHEATHING AT TRUSS TOP \ / / m N e-I 3 j 2 STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP. \ \ / / O % L_ L L m M Q_ SEE PLAN FOR CONNECTION SIMPSON A34 OR \ \ / / m F- e (USP MP4) @ \ \ / / a .J LrL^1 �'^ CA O 2X4 P.T. BLOCKING BETWEEN TRUSSES W/ (2}12tl NAILS @ DIAGONAL WOOD 2%8 #2 SYP RIDGE BEAM 2'-0" ON CENTER \ \ / / 0 Q m V / V J u' AT 8'-0' TRUSS EACH END MAX �(- 2x6 RAFTERS @ 2'4•0.C. \ /\ / 2X4 SPF BLOCKING v BETWEEN TRUSSES ♦ Model Name MAX. w/ (3) 120 COMMON Y @ 24" D.C. MAX.w/ /Number: WALL BELOW TOENAILS TO RIDGE BEAM BELOW 2X4 RAFrERS FOR SPANS LESS THAN \ / \ , ,\ (3)12d EA. END (TYP.) - (SEE LANS FOR TYPE) 4 FT @ 2'-0" D.C. MAX W / (3) 10D / SEE PLAN 2000 CONC. MASONRY STEEL OR WOOD COMMON TOE NAILS TO RIDGE BEAM 2X4 CONT. AT T & B CHORD BEARING SUPPORT o a ♦ Plan Date: TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/2" SPACE Wednesdnesday, February 26, 2020 @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING cm ♦ KA PROJECT NUMBER: SEE PLAN FOR MORE SHEATHING INFORMATION 20-1474 Y 2x4 S.Y.P. i Sheet: /� Of: @ 16" O.C. 0 0 TBOG BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.s• TB15 EXTERIOR NON -BEARING WALL DETAIL N'T.� ROOF FRAMING BRACING DETAILS Mr__ %A., 9 THERMA-TRU INSTALLATION \\\\X KEY DIFFERENCES CHECK LIST Rough openings are 1/4" 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 410) 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 3/16" 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. \"a SPA, EVEI 6" 6" 6" 6" SINGLE DOOR C f SINGLE DOOR W SIDELITE A„ 6„ 3" �n 3" 3" 3M 3" 3"f I I 1 i 3" 311 3" 6 6 6" 6" DOUBLE DOOR W/ SIDELITES pA rE n i" 6, WACE -VENLY 2" 6 O SINGLE DOOR W/ SIDELITES CR IP 11. 6" E DOUBLE DOOR LOCATION OF BARRIER TO BE 1'-011 IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE / FILLED PVC. PIPE. cm TOP OF SLAB 00 Z I III III °I I', t III- it I o a d al ,0 16" MIN. DIAMETER CONCRETE FOOTING 3„ SPACE EVENLY I Root Dell g. SEALANT L NAL SHINGLES W/ It OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. see, oeot, S°s 0 AeeA `JC'\ anaFe lase 0, rse e 6JTj� cA 3t° jL Moso VOW caroming SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE ASPHALr BASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY TEXTURED, PAINTED BEHIND FLASHING LOCATIONS) EXTER, WALL FINISH AND EXTENDING A MINIMUM OF 6- ABOVE 6" X 6- H GALV. VERTICAL RISE OF FLASHING VERTICAL WALL FLASHING CONT. AT KNEEWALL T ENTRY _ PLASTER ST SEALANT RooF SHINGLES 6" X 6" H GALV. T V' 15 FLASHING CONTI I • , FLASHING DETAILS 6" HORQ. NOTES THIS DETAIL IS REQUIRED FLASHING 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. TVDIrAI Ov DI Iii INSTALLATION OF WINDOW ATTAC H M ENT N.T.S BUCK STRIPS - 1x4 (DEPTH OF Wow. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT j BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS 1/2" DRYWALL FLAT HD."TAPCON" SCREW THRU 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 BACK OF JAMB GENERAL CONTRACTOR TO COORIDATE SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S 11/2' AKIN. EMBEDMENT 2X WOOD, FRAME if WQOD 5Cfi�EW BY OTHERS SHEATHING BY OTHERS CAULK BETWEEN FIN AS1HEATHING EXTERIOR 3/4" AflM FINISH DIST* BY OTHERS PERIMETER 1/4" MAX. CAULK BY OTHERS SHIM SPACE O.A. WINDOW HEIGHT EX`X E-Rift INTERIOR rA TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S used. E.0 R906.28.a DRF EDGE. PRUNIDE DIR P EUDE AI "-AVt9 ANU DAtlLe3OIF SHINGLE ROOFS. OVERLAP TO UE A V INMOM OF Sin p6an1. EW1 DRIP EDGES SHALL EXTEND Wn BELOW SHEATHING AND EXTEND BACK ON THE RODFA MINNLM OF 21n, DRIP EDGE AT EAVES SHALL BE PERMITTED TO BE NSTNIED EITHER OVFIROR UNIFR THE LNDFRI AYMFNT. F INSTAI I fD CAER THE LNDERLAYMENT, THERE SHALL RE A MINIMUM 4h W OTH GF RODF CEMENT INSTALLED F A WARNAw Fastener Sta ng (lambs, Head and Sill) #Ia SCREWS muntn9 FIR- . Battalion noted View window of Well Framing: #25prmalNne/Fir Or Banff j Stlown, Screw fl _.. _., Svew Minimum Penetaaon eimmillimul Cross Sedtm V new E dor Sheathing 1111uwi, , rap ray De PIm r, M K 101 I pP cT On, out Nease reshck me wan to PIet s"nJ ether aSe dnt6amatr , ah N hAmplera Stop Masvure to be We the opening is 3/t"to 1R"target thsn the window slat both Vedkally and horhmtally. ' YW may wish to pre -drill the Installation home In the On at that dons, Clbsapaod the priapurdW halesM Ne mmwphq fin as their ans/W Slap 2 Apply a generous bead of aill=* 0lire bac Vft Of the mounting fin. Use aw4h siiCint to sulfidaNy Oil all Voice behmn the fin and the walltdreathin . Step In9i widow Into, to opening from the outside. The Willow Is labeled "In "and•outsWC,.but if these labels have been remaxtl, the goding bead should always be to tin inside of the building. 9* 4 InAd shims under the sit, adjusting them un d the unlit is plumb In the opening. Shims should be.Iratailed Wider the sit am 2.feet The window should be bakaby centered In the opening with ne more than 1/4' gap Women the window and wall hmklgk Step 5 IrcJalla#10a 1-ITsoew 4" from theComes of the fin at am end of the head, sill and both' mbe. Step 6 Insist the remaining fasteners in W Increment from to Owner spans to the center of each frame member. Lisa rare not to over - lighten the seems; and DWI them through the fin. Also, make sure to views go in sbaght and do not muse the name to bow. Wall franeng should be a minimum or #2 SprucA Pine/Fk: Fastenehsshould be #10 spews of suffident length to adum 1-3/0" pohatetom into the mi and no less than 112" horn edge of framum . Fastener Waihtltx needed In each side of flan eto adiimm In specind Step B If desired, A foam insulation can be applied to the interim gap beh e m the Window and wall framing. N applied, #usmueroe #re NOPIEXPANDING IYPEFOAM, SMp 9 Simoe them Windows was typically teed In rooms AM high ideas, is; bathroom, it is recommended that the Interior gap oetm sm the winAgw and well framing also be mad with silicon and WOW spas not to interfere with the installation of wallboard, tlm or thin. Step 10 ones all Onstniction Is complete, remove the bubble wrap from the Inside and outside athe Window. If necessary, dean the. Mods wbh a mild detergemaridwarm water using a soft dah. Failure to follow these procedures will void 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 Pressures Manufacture Model # Attachment Approval # Method Roofing: 1st Choice DARE I COUNTY APP, IKO Industrues, Ltd Cambridge a AR NAIL SHINGLES W/ 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. F1_7006.1 R-10 W/ 3/8" MIN PENETRATION THRU SHEATHING ROOFING VENTS: Florida Metal FLAMCO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, Products Inc. I "Off -ridge vent" " O.C. FL21580.1 R-1 ROOFING UNDERLAYMENT: 1st Choice WOODLAND TYPE 11 UNDERLAYMENTS-HVHZ UNDERLAYMENT SHALL BE APPLIED AND FL15216 - R3 U I SI C # 0ASPHALT-SATURATEDORGANIC LT ATTACHED IN ACCORDANCE WITH R905.1.1 L 7 0 2nd Choice Overhead Garage Doors: 1st Choice +30.0/-30.0 CLOPAY 73W6 16 x 7 2"x6" P.T. WOOD JAMB WITH (5) 1/2" DIA. x 8" "1" BOLTS FL16546.1 2nd Choice +30.0/-32.0 CLOPAY S3W8 FL15279.36 Swing Doors: 1st Choice +67.0/-67.0 THERMA TRU-CDOOR NSW NG ED INSWING 2x BUCK ATTAFIBERGLASS CHMENT TO BE ATTACHED WITH 3/16" X 3" TAPCONS MIN, 4" FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL FL20461.1 2nd Choice +67.0/-67.0 THERMA TRU-CORP. FLUSH FL20461.19 FIRFRGI ASS DOOR PLUSH BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM F1.2046i.2 TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. THEREAFTER. TYPICAL ALL 4 SIDES Siding: 1st Choice +0/ -146.3 The Ta co Group P P 7" Staggered INSTALLAITON FASTERNERS ARE GALVANIZED STEEL ROOFING FL20403.17 Shakes NAILS 134" LONG WITH 1/8" DIA. SHANKS & 3/8" DIA. HEADS AT 10" O.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL N.A. N.A. N.A. SHALL BE BEYOND WALL DRESSING Windows: 1st Choice +40/-50 MI WINDOWS 3540 SERIES Single Hung (fin) SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16- TAPCON ANCHOR WITH MIN. 1 A" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. FOR INSTALLATION THROUGH 2x BUCK USE #8 WOOD SCREW OF FL 17676.1 R9 +40/-50 MI WINDOWS 3540 SERIES Single Hung (flange) FL 17676.8 R9 3540 SERIES 3540O SERIES +50.0/-50.0 MI WINDOWS windo SUFFIENT LENGTH TO ACHIEVE 1Y,' INCH MINIMUM EMBEDMENT FL18644.3 IRS SUBSTRATE. Mullions:WOOD Mullions: 1st Choice M-1926 MI WINDOWS Mullion Vertical FOR 3/16" ATTACHING MI WINDOWS MULLION SECT5796 CUP INTO CONCRETE TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 11A FL 3-8504,1 Horizontal FL 15804.2 M-1926 MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM EDGE DISTANCE Fixed Glass: 1st Choice +50.0/-50.0 US B OCK 625 FOR UNIT INSTALLATION USE 3/16- TAPCON ANCHOR FL18644.3 R-3 WITH MIN. 11A" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD 2nd Choice BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. 3rd Choice Soffit: 1st Choice1 +55.0/-35.0 KAYCAN LTD BEADED 8SOLIDSOFFIT VINYL 1 1/2" NAILS 10" O.C. IN DIRECT ONOFSOFFILLENGTH FL16503.4 R-3 Hurricane Panels: 46 PSF EXT HURRICANE STORM 24" Ga. DIRECT MOUNT. TOP 1/4"-20 MALE PANELMATE W/ FL16293.1 Galvanized 1st Choice / PANEL MFG. INC. WINGNUTS AT 121h" O.C. BOTTOM 1/V-20 SIDEWALK 46 PSF TNT. Steel Storm Panels BOLT w/ POWERS CALKaN I have reviewed the above components of cladding and have approve(i their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: FI. # 56126 Name: TODD M. BORN Certification Number: A. # 82126 Name: Luis Pablo Torres Certification Number: FI. # 87864 3 � ````iQ111tlff f v No B 64 ;i a '0ST �i0 de.•••\p `e fe y 0 a TP 1i Go to to W W i iv [tO�rarn ti Er! [i ag' 0"mmc WME ff LULN I FA 9`2, Gff9oPl° y.ea g=� 0 P��o a li w ?gt Z Z O ffiffi g83�1_ all x r!i@P� WWW.FOSENQ_COM ❑ ❑ ❑ ,n i Z N W Z a � J � asim � LL Z o t�Y U a i / 4 E � � 0 E i dc ILL]m i/T a, to i U W N EORO IIjI` m Qi IY ,n V y O o �D am r c ADAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 L DIVISION LOCATION: i PORT ST. LUCIE Job Information: -a >— D N ns D O O I- s z m w N d cf cn m E o(N m z rn e m m 0 jil i F0 so —W� �--- Y V 0 J m fl 00 Model Name / Number: 2000 oPlan Issue Date: a Wednesday, February 26, 2020 KA PROJECT NUMBER: 20-1474 T n Sheet: Of: 0 S-5 MATERIAL -REFERENCE INFO (PSL) MECHANICALLY FASTEN AS FOLD UP WEATHER NECESSARY IN CORNERS THROUGH RESISTIVE BARRIER &. WEATHER RESISTIVE SELF -ADHERED FLASHING TEMPORARILY SECURE BARRIER WEATHER DOOR ROUGH OPENING P RESISITIVE BARRIER WINDOW UNIT WOOD FRAME FLASH(. SLOPE TAPE d EXTERIOR SELF -ADHERED FLASHING 3/4"•1"BEAD OF CONSTR. SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER 0.3 in: 12.0 in OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN (0.6 cm : 30.5 cm) rpgasvn,ra,wwnow WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING WEATHER SELF -ADHERED FLASHING EXTERIOR RESISITIVE //-- BARRIER SEAL TOPS OF JOISTS / CEMT. FIN. a UNDER DECKING �( 1 SEE DETAIL WP07 SUBFLOOR SELF -ADHERED FLASHING HEAD FLASHING TIE-IN INSTRUXTIONS: WIRE LATH 1. Cut, fold up & temporarily secure weather RIM JOIST resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier BUILDING 3. Fold weather resistive barrier back over head flashing and t 7 ' PAPER seal with tape 2 2 (J,( SELF -ADHERED FLASHING Scale: NTs SELF -ADHERED FLASHING FLASHING FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BAWPM EXTERIOR DOOR WITH DECK - SECTION A 1002 CEMT. FINISH SILL/ PO SHEDLF/CHIMNEYSHOULDER WP03 RRIER EXTERIOR SHEATHING RUBBERIZED RUBBERIZED ASPHALT EXTERIOR SHEATHING 3/4"-l" BEAD OF CONSTR. INSTALL SELF -ADHERED ASPHALT ADHESIVE ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD ADHESIVE THRESHOLD OF DOOR AND RETURN FLASHING, SEE SELF -ADHERED FLASHING REFER TO TECHNICAL UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW LETTER ON CHEMICAL OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) I,I COMPATIBILITY SCORED RELEASE PAPER SELF ADHERED SELF -ADHERED FLASHING, ��. r (BEFORE FGLpING, SCORE FLASHING EXTEND A MINIMUM 6" RELEASE PAPER TO EY.POSE VERTICALLY FROM ADHESNEAS SHOWN) BOTTOM OF THRESHOLD � s � MECHANICALLY FASTEN AS SECTON-A NECESSARY IN CORNERS THROUGH (SEE DETAIL WP02) SELF -ADHERED FLASHING DO NOT .....,,.. ,.. _. BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING DECK PROTECTOR , SINGLE / JOIST SELF -ADHERED FLASHING 1HO.8362x;DECK JOIST SELF -ADHERED FLASHING CEMT. FINISH WINDOW HEAD J t-SELF-ADHERED FLASHING SELF -ADHERED FLASHING NAILING FLANGE t 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) IWPO4 SELF -ADHERED FLASHING DECK PROTECTOR DOUBLE JOIST O WP07 ERIOR AT. FIN. -DING PAPER IPE n : 12.0 in cm: 30.5 cm) E LATH -DING PAPER F-ADHERED FLASHING IDOW UNIT 3 WP10 SELF-ADHERI O SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER SELF -ADHERED FLASHING CEMT. FINISH WINDOW SILL 2 WP05 t SELF -ADHERED FLASHING PATCH )HERED FLASHING 2 5 4 6 SELF -ADHERED FLASHING INSIDE CORNER 2 4 5 N. PPLYA LIQUID NG TO THE MASONRY OPENING (HEAD, WP08 A ACCORDANCE WITH THE MA FACTURERSRECOMMENDATTIONS,BEFOREN WPO9 INSTALLATION OF THE BUCKfRECEPTOR. WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING WIRE LATH BUILDING PAPER EXTERIOR CEMT. FIN. 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 0 WP12 F- 1- FLASHING REQUIREMENTS f-i ."7 R703.1 General. Exterior walls shell provide the building with aweather-resistant exterior well envelope. The exterior '.. wall envelope shall Include flashing as described In Section R703.4. A water -resistive barrier Is described as a material behind an exterior wall covering that Is Intended to resist liquid water that hes penetrated behind the exterior covering from further Intruding into the exterior wall assembly. An exterior wall covering is described as a material or SELF -ADHERED FLASHING assembly of materials applied on the exterior side of exterior walls for the purpose of providing a weathemesistive barrier, Insulation, or for aesthetics, including but not limited to, veneers, siding, exterior insulation and finish systems, and fascias. PRODUCTS DETAILS architectural trim and embellishments such as cornices, soffits, R703.2 Water -resistive barrier. One layer of No.15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other roved water -resistive 7P approved esrstive barrio shall be applied over studs or sheathing of all exterior walls. Such TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND felt or material shall be applied horhontaliy, with the upper layer lapped over the lower layer riot less than 2 Inches g ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 (51 mi Where joints occur, felt shall be lapped not less than 6 inches (152 mri The felt or other approved material shall be continuous to the top of walls said terminated at penetrations and building appendages In a manner to meet the requirements of the exterior wall envelope as described In Section R703.1. 10 0 w R703.7.3 Water -resistive barriers shall be Installed as required In Section R703.2 and, where applied over wood -based a sh thi hail I I de rig, Detai I instructions ea 6 me u a wa ar resit Ive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be Installed independently such that each layer provides a separate Refer to the number marked as ® in each detail that corresponds to the continuous plane and any flashing (Installed In accordance with Section R703A) Intended to drain to the water -resistive barrier numbered items in the list of instructions below: Is directed between the layers, z 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps Exception: Where the water -resistive harder that Is applied over wood -based sheathing has a water resistance equal to or than that 60-minute 0 3. greater of Grade D paper and Is separated from the stucco by an Intervening, substantially Self -adhered flashing can be substituted for building paper nonwater-absorbing layer or designed drainage space. € 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize R703A Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in if manner to prevent entry of water Into the wall cavity or penetration of water to the building structural framing components. self -adhered membranes scoring Cuts used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the 3 5. Remove all release paper per standard installation instructions and building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint adhere to substrate using a square piece of flashing material (6" x 6" expansion and contraction, ASTM C1281, AAMA I=, or other approved standard as appropriate for the type of sealant Minimum) Fluid -applied membranes used as flashing In exterior walls shall comply with AAMA 714. The flashing shall extend to the 6. Fold surface of the exterior wall finish. Approved corrosion resistant fleshings shall be installed at the following locations: as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to thewater-resistive barrier tight to corner complying with Section 703.2 for subsequent drainage.Mec Qeet r I r f fN 8. Mechanically fasten as necessary comply with 712. Flashing at exterior window and door openings shall hbalcally attached flexible lnstalled to c TOF?-Srsl,, N accordance with onasorall more he following: e``�s��n E •' cw 1.1 The fenestration manufacturer's installation and flashing Instructions, or for applications not addressed In theg6A H` fenestration manufacturer's Instructions, In accordance with the flashin manufacturer's Instructions. Where s J t 6T N No •t flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and L = 2' door openings. Pan flashing shalt be sealed or sloped In such a manner as to direct water t0 the surface Of the =° * ; J e 3 F exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall s °' •• Incorporate flashing or protection at the head and sides. A•• 5'( O : t7 U. 1.2. In accordance with the flashing design or method of a registered deal egl design professional. �' �ii9 •'• F L a • •'•�� .�' 1.3. In accordance with other approved methods. $ I ON 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or a ��FSS t ffif i butt c FMA/AAMA/WDMA400. 2. At the Intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. v 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. g m N ro 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. S. At wall and roof intersections, ..�t4q4rr 11 4 � � � I W u y EG6� �Q5 Vale^m lJL Ci LL 7. At buift4n gutters. d m ` fill W 13 �, 32r'F Z'a&iga Z Z O 30 y BdgEEg a �m� 0:0 ¢pop OJ 7/8" Cemern Plaster 718" Cement Plasters ? = t LL d in accordance with In accordance with ASTMC926' r fits " E e9 o Z o ASTMC926 o s gs ql k� R 9 Felt backed metal Felt backed metal o �s WWW.FDSEN6.COM ❑ 110 O 0 O Ai lathe in accordance lathe in accordance @ with ASTMC1063 with ASTMC1063 d ( j z 1- Building Paper Building Paper 5 /� rL Z 7/16" O.S.B. 7/16" O.S.B. m •' �� sheathln Cement Plaster in accordance with ASTMC926 over wood 2nd floor 9 Metal Flashing 4 3 1/2" Unperforated Flange 7/8" Weep Screed Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Cement Plaster over block tstfloor Note: The building paper and metal lath must be installed over the top of the weep screed. Block Slab OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE I g Keep top edge of weep screed 2" below top of block - Vulcum cauk bottom joint only Metal Flashing 3-1 /2" Unperforated nge 7/8" Weep Screed 1/2" Cementitious 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 1/2" Cement Plaster Finish 21/2" Perforated Flange 1/2" Weep Screed Install bottom edge of weep screed 1" below finish floor v c V) N •�+ fro - C9 cn w Y a QQ Z N U o E t � - � a m K \,M o i FM U ID 12 = UNow a^� �aY O m C Q m o DAMS HOMES i3 N C FLORIDA CONTRACTORS LICENSE NO. CRC3330146 is 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 a DIVISION LOCATION: PORT ST. LUCIE "cr V I Jab Information: I..L. 0 zC N n W ° rn N� y � nn a z I-�Um • • J M Qt a _ L O m (n (n VI Model Name / Number: 2000 v � V1 Plan Issue Date: Wednesday, February 26, 2020 KA PROJECT NUMBER: Y 20-1474 � Sheet: W P Of: 0 N L a WATER PROOF DETAILS 5" bath duct to roof cap w/70 cfm fail NOTE TO BUILDER: MUST PROVIDE UNRESTRIBTE 1 INCH UNDERCUT BELOW DOORS TO HABIT4BL Transfer ducts/grills sized in compliance with Florida Residential Building Code—M1602.4 balanced return air. EXCEPTIONS 1-3 ROOMS Must have a minimum clearance of 4 inches around the air handler per the State Energy code VE WY Lf;". T c 1 o.f kj hFk 5" bath duct to roof cap w/70 cfm fan 42X42 A/C SLAB BY BLDR MIN 2' FROM WALL Ear.: tJr All duct duct has an r=6 insulation value. 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