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Home My WebLink AboutBuilding 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, SHT NO: TITLE BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD OR OTHER 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" PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202 , PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. FLORIDA FIRE PREVENTION CODE 6TH EDITION (2017) CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. FLORIDA BUILDING CODE ACCESSIBILITY 6TH EDITION (2017) CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE 4. CONCRETE COVER MIN. 3' WHEN EXPOSED TO EARTH OR 11/2- TO FORM U.N.O. NFPA 70-14, NATIONAL ELECTRICAL CODES (NEC 2014) & 6TH FBCR Ch. 34-43 TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ A1064M. WWF SHALL BE LAPPED AT LEAST W AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318-14) AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LEIS OF FIBER PER CUBIC YARD. SPECIFICATIONS FOR STRUCTURAL CONCRETE - ACI 301.10 ( ) 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM A615/ BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) NOTES: A615M GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRECAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION � 2015 EDITION REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY WOOD FRAMED CONSTRUCTION MANUAL 2015 EDITION 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR" USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON APA PLYWOOD DESIGN SPECIFICATION 2012 EDITION PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE LINTEL PLAN PAGE, AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE/SEI 7-10 WITH THE BUILDING DEPARTMENT 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT ALUMINUM DESIGN MANUAL - 2015 EDITION 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTA11ON 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX 1- OF THE FLORIDA BUILDING CODE 6th. EDITION (2017) IS TO I. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. HAVING JURISDICTION. 2. ALL SHALL AND SPECIFICATIONS ACCORDANCE DFOL EXTERIOR COVERING MASONRY WALL CONST. OWING WHERERAWINGS WITH T EO REQUIREMENTS ORK F ALL THE I (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (8) LOCAL STATE AND FEDERAL BODIES R703.7IN EXTERIOR PLASTER. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90-014, WITH A MINIMUM NET COMPRESSIVE INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C 926 AND ASTM C 1063 AND THE INSTAL STRENGTH OF 1900 PSI (f'm = 1500 P51 ) PROVISIONS OF THIS CODE. 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270-12A. 3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS DEFLECTION CRITERIA EXTERIOR WALL LATH ATTACHEMENT OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. ROOF TRUSSES* LL/360 TL/240 COMMMENTS: METAL OR 4• GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS EEXPANDED i 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 SOFT � ROOF RAFTERS LL/1S0 TL/120 WOVEN WIRE LATH SHALL BE ATTACHED TO WOOD SHEATHING WITH 11/2" LONG. � GAGE NAILR HAVING A WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. ROOF RAFTERS (W/0 CLG) LL/380 ll/240 7/1e" HEAD. OR 7/B" LONG, 15 GAGE STAPLES. SPACED NOT MORE THAN 6 INCHES ON CENTER VERTICALLY 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. FLOOR TRUSSES/ BEAMS * * LL/360 TL/240 AND HORIZONTALLY (REF. 201.7 FRC R703.LU 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 FLOOR F101ST*** LL/480 TL/240 GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. *TL MAX 2" UP TO 40FT SPAN R703.7.2 PLASTER. 8. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR ** TL MAX 3/4" PLASTERING W/RTLACEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS. WHEN APPLIED OVER 9TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS . N. **+ TL MAX 1/2" WI AND SHALL BE NOT LESS THAN TWO COATS WHEN APPLIED OVER MASONRY, CONCRETE. METAL LATH OR RE LATH 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL GENERAL ROOF LOADING R703.7.3 WATER -RESISTIVE BARRIERS. WOOD CONSTRUCTION SHINGLE METAL TILE HEAVY WATER -RESISTIVE BARRIERS SHALL BE INSTALLED WHERE CEMENT PLASTER (STUCCO) IS TO BE APPLIED OVER SHEATHING, SHALL INCLUDE A VAPOR -PERMEABLE BARRIER. THE INDIVIDUAL ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) LAYERSWOOD-BASED YWATER-RESISTIVE AC LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (I.E BLOCKING OR GABLE TOP CHORD LL 20 20 20 20 PLANE AND ANY FLASHING INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER 15 DIRECTED BETWEEN THE END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL LAYERS. THE BARRIERS SHALL CONSIST OF ONE OF THE FOLLOWING. SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. TOP CHORD DL 7 7 15 25 1. TWO LAYERS OF AN APPROVED WATER RESISTANT BARRIER MATERIAL IN ACCORDANCE WITH R703.2. 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND 2. ONE LAYER OF AN APPROVED WATER -RESISTIVE BARRIER (PAPERBACKED STUCCO LATH) OVER AN APPROVED FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS BOTTOM CHORD LL* 0 O 0 0 SYNTHEFIC HOUSE WRAP, 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA- SHALL HAVE STUD PROTECTION BOTTOM CHORD DL 10 10 10 10 TOTAL (PSF) 37 37 45 55 SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. R703.4 FLASHING. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BOTTOM CHORD U. (OPT) APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING CBA-A OR CAB REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS, DOT SODIUM BORATE (SBX) DOES NOT. 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. 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS * ATTICS W/ NO STORAGE 30 INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTIONS WITH FRAME WALLS. WITHOUT WOODEN TOP PLATES. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. (NON -CONCURRENT) NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.0E Fo= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP 1.7E Fb=2400 PSI MIN, APPROVAL FROM FOR OR INDICATED ON PLAN CONSTRUCTION. 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: GENERAL FLOOR LOADING AT WALL AND ROOF INTERSECTIONS AT BUILT-IN GUTTERS. ROOF DECK: PLYWOOD GC/C-D, EXTERIOR OR OSB FLOOR SHEATHING: T&G AC GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. WALL SHEATHING: 7/16" STRUCTURAL I OSB EXPOSURE 1 OR 15/32" RATED OSB EXPOSURE 1 TOP CHORD ILL 40 (PSF) COMMMENTS: 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. TOP CHORD OIL 10 (PSF) 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 30FT ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT !s 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA 4O 5O (+) 27.6 (+) 27.6 10 (-) 29.9 (-) 37.0 (+) 26.5 (+) 26.5 20 (-) 28.8 (-) 34.450 s O (+) 24.8 (+) 24.8 4 a27.1 I O (-) 31.1 Y s� 05 (+) 23.4 (+) 23.4 100 (-) 25.7 (-) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x 7'-O" 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 m m 3 FOUNDATION PLAN 3.1 DETAILS & SCHEDULES T9 4 ELECTRICAL PLAN 5 ELEVATIONS 0 6 TRUSS LAYOUT a S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS SA DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS M-1 HVAC �`\\\\\ /77j'd W N �~Ct0 o` SELU is " U ZZ c m � � c r i o i � OF SG WIIII111tUd"\ E $ e n p v $ r l6 c v v v 0 w n 0 c w YR 3t ik p g95'�,' Nm LL �i ri Z W - - wo PRE ENGINEERED WOOD TRUSSES BOTTOM CHORD LL 0 (PSF) SEE FLOOR PLAN FOR ACTUAL PRESSURES .g �� a hwt BOTTOM CHORD DL 5 (PSF) < °' W dos" W 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER Q Z O a �� a 2 ¢ STRUCTURALPLAN vlit_ arn$� Z �p 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS SPECIAL FLOOR LOADING g al � 00 -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. s w a-�°i m 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO GAME ROOM 60 (PSF) COMMMENTS: _ rLL Z mg i a WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. a W Q nam u J O a BALCONIES/ DECKS 40 (PSF) 5 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. BALCONIES OVER 100 SQ:FT 100 (PSF) c Sig o v O J 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OFTRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY LIGHT STORAGE 125 (PSF) P g aS� THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. LIBRARIES Y e ww,v.wsv:c.caM ❑ ❑ ❑ 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. READING ROOMS 60 (PSF) �n 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. STACK ROOMS 150 (PSF) (\VI/' SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE. CONNECTIONS, TRUSS LOCATIONS, Z N m 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) m g 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 S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) c /W\ Q� SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 (PSF) STAIRS 40 (PSF) s UPLIFT CONNECTORS FOOTNOTES Cn Z a 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG V In C9 $' TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD I. THE TOP. $ - F . BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A W NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR p E MORE INFO, HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. U E E w Q o FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: `n C m ��- 0 tn a r-- 1. MISSED "1" 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 the Intent of Designer/Engineer listed In the titleblock of these `0 w O` o E ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDA71ONS 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 a 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 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REM AND INSTALL A 32" LONG #5 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error. The Builder and all subcontractors are required to THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH FOXY -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 ' d� d n°n Qom 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/Engineer are not ui a PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY responsible for any plan errors, omissions,or misinterpretations DURING BOND BEAM POUR, CONTROL OF CONSTRUCTION SITE: undetected and not reported to the Designer / Engineer prior to - - DAMS HOMES 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONIC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. tion. All construction _� 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 in accordance to the consructinformation found in these documents.MUST MUSTbe a Any questions regarding the 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSMl6 TWIST STRAP W/ (4) 1/4"x 21/4" 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 RESPONSIBLE FOR THE INDOOR AIR information found in these plans should be directed to our Quality - FLORIDA CONTRACTORS LICENSE N0. CRC1330146 MASONRY AND (7}lOd NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LBS (USE (2) MTSMl6 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE �� Assurance Manager at 321 MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 11/2" SDS SCREWS AND (5) 1/4" x 2 1/4" TITENS ONE EACH SIDE OF TRUSS. TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER .972.0491 immediately. No backcharges v 3000 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 will be considered for reimbursement by the Designer/Engineer v NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 31N A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON. without advanced notification and approval by the W GULFBREEZE, FLORIDA 32563 Designer/Englneer. Payments will be made In accordance to the a MISSED, CONTACT THE FOR FOR SUBSTITUTION. terms of the agreement. DIVISION LOCATION: 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) z PORT ST. LUCI E 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 y Job Information: FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. 4 m a MASTER REVISIONS DATE DESCRIPTION N A w DAMS HOMES Y 7 W Z N FA 0 Obi Of Northwest Floridan E ; 2 0 N r o N ) i5 I.J..1 ` I 4) 2 0 J LLJ Z)@ o 3000 �ooR I1�e�,nl InI�nI 1rpl�(1IaMIfr} IIr} �dlt`IT��r, pn`N 1.1s�� 1nI IIplpq, Ir}� IIp� IIp�'II III,+! ape` a��c_ad�Iw�'t�1�fP�olae�tc ° _I 00 U) V) `n " GGIU L�11 B EEZE P6"YII U A Il GIU L�II L OM EZE, II L O LIMA 0.U2555�11 m Model Name /Number: v 2010 x V FPIan Issue Date: a Monday, December 23, 2019 Oa - 0135a 2 KA PROJECT NUMBER: MODEL 2010 REVIEWED FOR CODE COMPLIANCE a 19-8490 ST. LUCIE COUNTY Sheet: Of: BOCC COVER SHEET 55'-0" FLOOR PLAN "All - SCALE: 1/4" = 1'-0" 160 MPH OPENING PRESSURES ENCLOSED - EXPOSURE B A +27.6 / •29.9 l b) +27.6 / -37.0 C ) +26.5 / -28.8 1 CD � +26.5 / -34.4 +24.8 / -27.1 1 ( F ) +24.8 / -31.1 +24.3 / -27.5 1 ( H ) +23.3 / -26.0 NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE "ALLOWABLE" PRESSURES WALL LEGEND FRAMED WALL BEARING FRAME WALL ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. MASONRY WALL GENERAL NOTES I R302.5.1 Door from garage Into house must be a minimum 1 3/8" solid wood door, solid or honeycomb steel door, or 20 Minute fire rated door Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic space and soffits is not acceptable. Ventilation shall be permitted to exit through the soffit If solid soffit is Installed 5'-0" on each side of the venting. R302.6 The garage shall be separated from the residence and it's attic by not less than 1/2-inch (12.7mm) gypsum board applied to the garage side. Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch (15.91mm) type X gypsum board or equivalent. Where the separation is a floor -ceiling assembly, the structure supporting the separation shall also Protected by not less than 1/2 inch (12.7mm) gypsum board or equivalent. R312.2.1 Window sills In dwelling units, where the Opening of an operable window is located more than 72 Inches (1829 Minn) above the finished grade or Surface below, the lowest part of the clear opening Of the window shall be a minimum of 24 Inches (610 mm) above the finished floor of the room In which the window is located. Glazing between the floor and 24 inches (610 mm) shall be fixed or have openings through which a 4-Inch-clameter (102 mm) sphere cannot pass. R308.4.2 All windows within 2'-C" of doors and In shower or tub areas will be safety tempered glass. Calling for exterior entries and covered porches to have 7/16". span rated OSB nailed per zone on roof diagram nailing schedule or 5/8" COX. I T&G acceptable for substitutlon. EC: R402.2.4 Access doors from conditioned spaces to unconditioned spaces (e.g., attics and crawl spaces) shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. A R � � fSftF98l1 N SE ro ri 01. E aF . F LOB •' �; ollEti 1f0` 3 £ o r n � � Y ' a m c I� 3 i E N � � 6 c g�g� /� c V III QS -i w it W tJi y 5� Z W "ONN LL LL IL 4 1 I.ON, i=maea a W Q �.§ w a ��♦♦ LL.y @ 9li W VaYtiF /V � U)% t/!�}m� OOO YwP`-ga ammo on3F Z �/LILI Q'ywt�r C <Q y y i- C a NNJW.FDSENGCOM ❑ ❑ ❑ S y Z N M N h Z � z 0 g J a Q It Laundry Note: (Unless noted otherwise) Provide dryer vent thru roof max. Igt. 35'-0", washer & dryer units (washer unit to be always on left side when facing units) hanson box @ 36" aff g E Ceilings for exterior entries and covered porches to be r 7/16" OSB on underside of roof trusses shall be o attached to all framing members with 2x blocking -aprovided at perimeter. The OSB shall be attached w/ Sd A nails at 6" O.C. field and 4" O.C. at edges or 7d screw o shank 3" O.C. field and 4" edges. Vinyl ceiling to be attaches to OSB per manufacturer specifications w 0 C/^ s Z n � Q) a n ° w F � � *Uj E U —$ 0 w o c_ m i� w ~ O p o $ 0 N '® �� C) how ®< Q 6 Uoq U" o M� FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY OULFBREEZE, FLORIDA 32563 z PORT ST. LUCIE ♦ I Job Information; ;2 UP Q N N ry M 9 Y z U) Ld 0) . w E w 0 N ti O —j W SEE SHEET 3.1 JmU)U) FOR DETAILS YL Model Name /Number: AND SCHEDULES 2010 AREA CALCULATIONS ♦ Plan Issue Date. Monday, December 23, 2019 1st FLOOR 2010 S.F. `� ♦ KA PROJECT NUMBER: m m TOTAL LIVING (AC) 2010 S.F. v 19-8490 GARAGE 425 S.F. Sheet: Of: COVERED ENTRY "A" 135 S.F. not COVERED PATIO/LANAI 200 S.F. TOTAL AREA UNDER ROOF 2770 S.F. Esm r° .FLOOR PLAN GENERAL FOUNDATION NOTES UNLESS NOTED OTHERWISE 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2 4" 2500 PSI CONC. SLAB W/ 6X6 10/10 W W F, OR MINIMUM .75 LBS OF FIBER PER CUBIC YARD FIBERMESH/FIBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND NER-284 FOR FIBERMESH OR NER-414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER & TREATED FOR TERMITES. 3 • INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR. TO BEAM W/ (1) #5 REBAR GRADE 40 U.N.O. TYPICAL ABV. SLAB. HOOKED FTC DOWELS 17" EMBEDMENT W/ 25" EXT. ABOVE SLAB. 4 CONSULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR 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. 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. B ALL FOOTING SHALL BE MIN 12" BELOW GRADE 9 MASON TO COORDINATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB 10 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY 11 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS 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 EQUAL LIFTS NOT TO EXCEEDING 12".THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000PSF. FOOTING SCHEDULE MARK SIZE DEPTH REINFORCING GRAVITY CAP. [Ibsl Fg,O 1'-O" X CONT. 1'-0" 2 #5 E.W. SOT. 20DO F2.0 2'-0" X 2'-0" 1'-0" 3 #5 E.W. BOT. 7200 F2.5 7 2'-6" X 2'-6" 1'-0" 3 #5 E.W. BOT. 11000 F3.0 3'-0" X X-O" 1'-0" 4 #5 E.W. BOT. 15600 F3.5 3'-6" X 3'-6" 1'-0" 4 #5 E.W. BOT. 21500 F F4.0 4'-0" X 4'-0" 1'-0" 5 45 E.W. BOT. 28DOO F4.5 4'-6" X 4'-6" 1'.4" 5 #5 E.W. BOT. 34500 F5.0. 5'-0" X 5'-0" 1'4" 6 #5 E.W. BOT. 42500 F6-0 6'-0" X 6'.0" 1'4" 7 #5 E.W BOT.. 61500 LEGEND - INDICATES SINGLE -STORY FOOTING ® - INDICATES TWO-STORY FOOTING - INDICATES CONCRETE FOOTING 3" VTR PLUMBING RISER N.T.S. 0 u .1 1.1 . I I 1 1 ----------------- 1 � -_..,. T i , - - - - - - - - - - - - �`�� ___--------- ___________________________ HOSE , -`` TIJ�S VARY 3 X 3 BIBS ' , , HECK DRAIN F.G. II ____________ _ ; „',� I ` _ ILC{CATION w/ MANUF. �; SHWIRop II FM01 FMOl W C 1'-8" , Fn ' I , I 'n T o m 2'S" 23._3" 1 I I m 9^ 1 ' , MASON TO COORDINATE W/ f v /'Q •= �_' FM01 ' ' BUILDER LOCATION OF ELEC. /�`l` /`5 GROUNDING. SEE ELECTRICAL ' SHEET FOR DETAILS `! , , ' N I I ' v o ; I I TUB � to II W/ C UNIT m i t i t LAV op m , IL a ' 11 -_ _l- ..� J , - 6" WALL , , I ' FMOI �q G'O Eoo 3.1 �� I 3tiI� ' 2'-9" 2'-9" 2'-0" /0, I_ _ , i Q\CPV 12' 10" LE A. H.V.C. F301 , o , co PROVIDE CHASE FOR HVAC UNIT ' IrW ,�I; I A/C COMP PAD ' 4" CONC. SLAB - r FM01 - I�i FM11 = r 7'-0" . S\ T i- P � 'I I D III -- I STEP DOWN 4" 3,4» 7,_O�� 2._8" , 2.-0�� 5,-2» 2, 2" 4'-0» 2".. ' 5'_2" ,_4» ' 7'-2" F2.5 iW.H: 12'40" STEP DOWN � , o io , 5 1/2" I m z , Fw in FM03 ti I ci I h< I ; F2.5 U -fE0 - I ' I I , lli I ' az , g_Gn 4.8,E 12-5° 22'-7" i o C:DFM02 , FMoz ' r• NOTE: REVISE FILL CELL SPACING W/ OWNERS BATH OPT. GLASS BLOCK � N � 3 , 4" STEPDOWN FROin M ENTRY TO SIDEWALK i I ' ' I , � O , I _ FMO9 q ' 3.1 I HOSE r_ (2) #5 BARS (2) #5 BARS ; BIBB i W/IN EA_F.C.- W/IN EA. F.C. ' --- -___-___--_� ---------------------- ■ ■ ■ 2' 0" U 16'-0" 35'-0" _ 20'-0" 55'-0" FOUNDATION PLAN "All SCALE: 1/4" = 1'-0" i SEE SHEET 3.1 FOR DETAILS AND SCHEDULES c v a w � ;t99f i l9%�1111 C2,o 'N tjf/ �tn'o � U e F,LO,� ;®'oOFESSNC VI/fZ s o ti v c 0 � T pv 0 2 v c E �tSg5 m w -` T00 BZ Luj u JJu JJ tlN SmCogG��Z W�ONW ILLLLL N E9�mitl � �Ymp�Z x w C C W oMr a av �o��'an"W QWW VQ �s6m—a�; w md ir a€1 Z.Zz` 0- o V=mw Soo O 5_ i � m � LU W Q i`v rd iO r a d9 CSN Qngs a03"= w � a 11LW/.F0.5EN&COM ❑ D ❑ d m w 0 Z 04 M v" z m �o N Z Zro c a J 3 �- v z s c Z QQa V Tro ' N i--' W E .O `w C In 5 i m m ~ �In m L] N =MOT O^tll 'N 4 0) om am m DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32663 DIVISION LOCATION: PORT ST. LUCIE Job Information: m m a N n L.L� m m O W z ;>04 m W O) E v U M N f— 2 w ) da) in � 12 r a �J\ /L/�r^ LJJ rZ) W o N O W V♦ V J 0 U. rnVI Model Name / Number: 2010 x Plan Issue Date: a Monday, December 23, 2019 9 wVI KA PROJECT NUMBER: s 19-8490 Sheet: /� Of: 0 N 0 FOUNDATION PLAN COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPLIFT(Lb) C1 (3) 2 x 4 #2 SPF (4) -16d TOENAILS 0 DTT2Z W/ 1/2" WEDGE C2 (3) 2 x 4 #2 SPF ANCHOR* & (8)1/4" X 11/2„ 2145 SDS SCREWS C3 (3) 2 x 4 SYP #14R- (4) -16d TOENAILS 0 DTT2Z W/ 1/2' WEDGE (4) 2 x 4 SPF #2 ANCHOR* & (8) 1/4" X 11/2- 2145 SDS SCREWS C5 4 x 4 P.T.#2 ABU44 W/ 5/8" ATR** G = 6665 SYP POST & (12) -16d NAILS U = 2200 C6 6 x 6 P.T. #2 ABU66 W/ 5/8" ATR** G =12000 SYP POST & (12) - 16d NAILS U = 2300 8 x 8 P.T. #2 ABU88 W/ (2) - 5/8" ATR** G - 24335 C7 SYP POST & (18) -16d NAILS U = 2320 3.5 x 3.5 P.L. 1.8E Fb=2400 PSI HDU5-SDS2.5 W/ (14)1/4' x 2 1/2" SDS WS & 5/8" EPDXY 5645 (WOLMANIZED IF EXT.) ANCHOR, OR ATR** 3.5 x 5.25 P.L. HDU5-SDS2.5 W/ (14)1/4" x H 1.8E Fb=2400 PSI 21/2" SDS WS & 5/8" EXOPY 5645 WOLMANIZED IF EXT. ANCHOR, OR ATR** C10 3.5x 7 P.L. 1.8E Fb=2400 PSI HDU8SDS2.5 W/ (20)1/4' x 2 1/2" SDS WS 7/8" & EPDXY 6970 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** Full1.8E 5.25 x 5.25 P.L. Fb=2400 PSI HDUSSDS2.5 W/ (20) 1/4" x 2 1/2" SDS WS & 7/8" EPDXY 7870 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** 7 x 7 P.L. HDUS-SDS2.5 W/ (20) 1/4- x C12 1.8E Fb-2400 PSI 21/2" SDS WS & 7/8" EPDXY (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** 7870 GENERAL COLUMN NOTES 1. SEE FLOOR PAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL WF37/S3 4. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2" ATR 6" EMBEDMENT FOR 5/8" ATR 8" EMBEDMENT FOR 7/8" ATR 5. IF [C) COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PAN FOR ATTACHMENT) 6. SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEEP FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALLAM COLUMNS (1.8E) MAY BE SUBSTITUTED FOR ANY P.T. STIR POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL DIA. / LENGTH PNEUMATIC GUN COMMON vs. GUN APPLICATION -id NAIL DIA.-LENGTH NAIL SPACING 0.131- X 2 lh- 0.131" X 216" SEE PAN RING SHEATHING SHANK ON ROOF ROOF & WALLS 10d OR 12d 0.148" X 3" 0.131" X 3" SEE PLAN BLOCKING & TOE 0.148" X 3'A" 0,131" X 3 i6" NAILS & TOP PATE 12d OA48" X 3'/x" 0.131" X 3'A- W O.C.(COMMON) STUD WALL 6" O.C. GUN NAIL CORNERS 10d 0.148" X 3" 0.131" X 3" 8" O.C.(COMMON) STUD PACK 6" 0 C. GUN NAIL COLUMNS led 0.162" X 31h" 0,131" X 3'A" (2) S6D(COMMON) SEE PLAN (3) 16D ( GUN NAILS) BEARING WOOD WALL SCHEDULE MARK STUD CONNECTION & FASTENERS ,LUMBER UPLIFT TOP SPACING I SPECIES CAP.(plf) BW1- 16" (2) 16d TOENAILS ff SPF NO UPLIFT BW2 16„ SP2 W/ (8}SOd SPi W/ (6}1od STUD, (6) 10d PATE STUD, (4)10d PLATE SPF 402 gW3 16" (2) SP2 W/ (6) SOd (2) SP1 W/ (6) 10d STUD 6 16d PATE STUD, (4) 10d PATE SPF 803 13W4 NO 16" (2) led TOENAILS (2) led TOENAILS SYP UPLIFT BW5 SP2 W/ (6YIOd SP1 W/ (6)-iOd STUD 6 10d PLATE STUD, 4 10d PATE SYP 439- BW6 16" (2) SP2 W/ (6)1od SP1 W/ (6}10d STUD 6 10d PATE STUD 4 10d PLATE SYP 878 BW7 12" (2)16d TOENAILS (2)16d TOENAILS SPF NO UPLIFT BW8 SP2 W/ (6)-10d SPi W/ (6}10d 12" STUD, (6) 10d PATE STUD, (4)10d PATE SPF 535 BW9 ) 12" STUD, (6) 10dP ATE STUD, ( )810d PATE SPF 1070 BW10 12" (2) led TOENAILS (2) 16d TOENAILS SYP 0 BW11 SP2 W/ 16YiOd SPi W/ (6}10d 12" 1 STUD, (6) 10d PATE STUD, (4) 10d PATE SYP 585 BW12 (2) SP2 W/ (6) iod SP1 W/ (6}10d 12" STUD, (6) 10d PLATE STUD; (4)10d PLATE SYP 1170 BW13 NOT USED TOP OF WALL /--DOUBLE 2x TOP PATE SEE P MASONRY WALL OR ICF WALL. SEE PAN 2x STUDS PER DOUBLE 2x HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WF09/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL [TOP INDICATED ABOVE WITH SEE MS03/S1 FOR NO UPLIFT CONNECTORS BRG WALL TO INDICATED IN WFO9 CAN MASONRY WALL BE IGNORED. CONNECTION INFO 2x MID -SPAN BLOCKING X CONNECTORS W/ (2) 12d TOENAILS @ & BOTTOM EACH END FOR WALLS PER PAN / TALLER THEN W-O" SCHEDULE ABOVE F.F. SEE FOUNDATION PLAN FOR MORE 2x P.T. W/ 1/2" A.B @ 32" O.C. W/ 7" INFO EMBEDMENT OR 1/2" A.T.R. W/ SIMPSON SET W/ .. SW= SHEARWALL MIN, 7" EMBEDMENT PAST STEP DOWN.�� REQUIRES MIN ALT.: SIMPSON 1/2" TITEN HD @ 32" Q.C. 7/16" OSB PLYW'D W/ SAME EMBEDMENT W/Sd NAILS AT 4"ac SEE GENERAL NOTE #8 BRG. WALL DETAIL IN FIELD AND EDGE. GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN, 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. SP4, SP6 AND SPS CONNECTORS CAN. BE SUBSTITUTED IN PLACE FOR THE SPi AND SP2 INDICATED IN SCHEDULE ABOVE 5. IF "BW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE WF06/S3A OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO FIRST FLOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) 6. IF "SW" IS INDICATED THE WALL IS CONSIDERED A SHEARWALL AND REQUIRES MIN. 7/16" OSB PLYWOOD W/ 8d NAILS AT 4" O.C. IN FIELD AND EDGE TO (1) SIDE OF WALL 7. ALL 2x EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE 8. IF THE BEARING WALL IS INDICATED WITH THE BW1, BW4, BW7, BW10 THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOE NAILED TO THE PATE AND THE 2x PATE CAN BE ATTACHED WITH HARD CASED NAILS (GUN NAILS) AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 9. SPS/SP2-DRIVE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD. 10d= 0.148" DIA. x 3" LONG BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS (2) - 2 x 8 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) OSS FLITCH PATE. NAIL SIMPSON LSTA18 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PAN; (2) - 2 x 10 #2 SYP W/ 7/16., CONNECTION: PROVIDE (2) M OSS FLITCH PATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O, ON ROOF PAN. (2) - 2x 12 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) M3 OSB FLITCH PATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL, U.N.O. ON ROOF PLAN. (2) -13/4" x 111/4" LVL 2.0E Fb=2600 PSI. NAIL BEAM CONNECTION:E CONNECTION: PROVIDE (2) M4 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR 1/4" x SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWSS @ E. 1 16" O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE. COL. U.N.O. ON ROOF PLAN. (2) -1 3/4" x 11 7/8" LVL 2.0E Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M5 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 31/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS @ 16" O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL: U.N.O. ON ROOF PAN. (2) -13/4" x 16" LVL 2.0E Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M6 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 31/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS 0 16" O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. GENERAL BEAM NOTES 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN. 4" BEARING EACH END) 2. SEE PAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANYWAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H2 (2) - 2X8 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H3 (2) - 2X10 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H4 (2) -2X12 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H5 (2) - 1 3/4' X 11 1/4 ATTACH TOGETHER W/ (2) ROWS 1/4" X 3 12' LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 16" O.C. TYP. EACH SIDE H6 (2) -1 3/4" X 7 1/4 ATTACH TOGETHER W/ (3) ROWS 1/4" X 3 12' LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 16" O.C. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2X4 WALL 2X6 OR 2x6 WALL JACKS KINGS JACKS KINGS SIZE EA. END EA. END EA. END EA. END (1) (2) (1) (2) 4'-0" - 9'-0" (2) (3) (2) (2) 10'-0" -16'-0" (3) (4) (3) (4) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE 1st FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS LIND ON PLAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/53 5. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12" o.c. ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER. 6. FASTEN ALL HEADERS TO KING STUDS WITH (3) 12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. 0) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR IF GREATEN THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION REFERENCE FMASW FOR STEM WALL OPTION 81. GRADE REINF. OPTIONAL CURB FOR F.F. SEE PAN MASONRY @ ELEV. 0'-0�r .- •.. M ; - ,; ,..�.,: . „OD fIES W/ (1) - #5 BAR CONT. x N ,x{ -X M•:' N ('' 2.STORYi 20-20" ' 'a REINF. ) W (3 - #5 CONT. 16' (2) #5 SEE PAN ;.• r REBAR 16" (2) # 5 REBAR BEARING ti FM01 SINGLE STORY FTG 1/2"=P-0" FM02 SECTION @ GARAGE 1/2°=r-0" REINF. PAN F F. aIr__S_EE •"Ir- uo� Y 8 -(1) #5 REBAR CONT. 3 FM03 ITHICKENEID EDGE 11/2"=r-0" (*) 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. R R_ J ALIGN DRIVE W/ BOTTOM OF '-F _7_7 RECESS &PITCH DRIVEN 2 STORY: 20" X 20" 4" GONG. DRIVE W/ 1/2" EXP W/ (3) - #5 GONT. JOINTS 10" O.C. TYP. 16" (2) #5 REBAR FM09 I SECTION @ GAR. DOOR 2x BRG. WALL 2 STORY: 20" X 20" (SEE FLOOR PLAN W 3 • #5 CONT. FOR MORE INFORMATION). Tn III -ITT REBAR = 1•-0" 0 Nyj P � 2 •., yF �( 3 o a c E E00 c a8 N�00 E gme, p,O Ji Jro 9 N0lM1 AH� W Q eLL� W N $ggQLLI V19 b aLq az w 0mo FM11 STEP DOWN BRG. 1/2"=1'-0" s� � Z <RM a g 6 a W 0 co, n � S,WPLAN tm- m WWW.FDSEW&CAM ❑ � ❑ OPTIONAL CURB SLOPED GROUT. OR MASONRY AT TO DRAIN ,-4"x4"x 16" E1 SEE ELEV. 0'-0" WITH I -I CURB o PAN aw M " Z T. .(1) #5 BAR CONT. (G.C. VERIFY) ro9zo,.. `oC M 7'•i , , F.F. REINF. m z a 'e (SEE PAN) d 2 45 CONT. a INSTALL LINING ; MATERIALS PER '^. 5" : w d 2 #5 BENT BARS W/ '8 W W 2 M w MIN. 25" LAP - FBGR P2709.2 �••; ' SPLICE z i MUDDED R.R. �_ • SLOPED TO DRAIN #5 CONT. MIN. m o ` E w n� O w FM14 SECTION O RECESS SHOWER 1/2•=r-0" FM18 TYP. STEP FTG. DETAIL 1/2"=1'-0" = WN c m o N � mid i ALTERNATE: ' ~ M THE REINF. BARS SHALL BE GRADE-REINF. h w o o �. CONTINUOUS AROUND CORNER #5 CONT REINF. SEE PLAN o '. �- BY COLD BENDING THE BAR WITH SEE FND. FOR N ^ MIN. BAR LAP OF 25" °. QUANTITY ;D ? c HIE, N #5X25"X25" ¢ mdm im CORNER BAR ONE N FOR EA. HORIZ• 3 ® DAMS HOMES REBAR, TYP. U.N.O. 9 (2) #5 REBAR P 16" aw°. FLORIDA CONTRACTORS LICENSE NO. CRC1330146 A/c CHASE'" 3000 GULFBREEZE PARKWAY 4" PVC SLEEVE 2 STORY: 20" X 10" GULFBREEZE THRU FOOTING WAS)-#5 CONT. , FLORIDA 32363 a DIVISION LOCATION: FMJ.9 TYP. CORNIER BAR DETAIL 1-1/2"=rv" FM23 TYP. FND PENETRATION 1/2"=1'-0" PORT$T. LUCIE VI Job Information: a Lim M w � O � a W In0Lu E It tr) o o N 1-N N I` m 0 "S � al m Z M/� y __I m u) u) In Model Name / Number: 2010 I: Plan Issue Date: Monday, December 23, 2019 d� KA PROJECT NUMBER: Y 19-8490 0 Sheet: 3.1 Of, lu-uprTAILS� I LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING S.F. LIVING = 2,010 x 3 = 6030 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 200 GEN LIGHT'G & RECEPT. + APP. CIR. = 34,580 SUBTRACT 100 % OF FIRST 10,000-10,000 A= 24,580 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP) 10,000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS @ 100% =10,000 + 40% OF "A" - (.40 x 24,580) = 9,832 + 100% OF "B - (20,000) = 20,000 TOTAL WATTAGE = 39,832 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 166 200 AMP PANEL PROVIDED ASSUMED EDGE OF WALL 0 m 'H 2X6 WALL (FLOOR TO CEILING) USE 2 RED HEADS TO ANCHOR WALL FM24.1 ALTERNATIVE PROTECTION BARRIER N.T.S. lul —E� ------ I INSTALL FAN BOX PREWIRE - WP GFI\ HOSE BIBB O 2 , �- 6 y GFI � GFI ATTIC ELECTRIC IF REQ'D BY CO�E n a FJ. ATTIC ) — 1 — - — "' FAN , ACCESS I IPREWIRE / I I , INSTALL FAN / BOX PREWIRE FOR D/W / - GFI . '------------ -, GFI I , a— �• , \ I I RI = I I FlI \ �y I I 6�\ FOR HOOD I GFI I I O J 220 GFl GFI , i A CM I , 1 ---------------- , I /1 1 I I 1 1 / 1 I I 1 I I I I I I I I I I I I I I I I I 1 I I I ! WP GFI II II II II I - - - - - - - - II II , NOTE: KEEP COACH LITES UT OF BANDING, QUOIi, AND ROUND COLUMNS WHEN POSSIBLE. REFER Td ELEVATION FOR TRIM. pINSTALL FAN /BOX PREWIRE lu 20 \1 \INSTALL FAN BOX PREWIRE _ WP OR I �FI DISC 42 J H— I� 1 i24 1 220 GFI .. ., .,. ..' 1 2200WH. \ ATTfC ELECTRIC — IF REQ'D BY CODS I I \ NOTE LOCATION OF METER AND PANEL BOX '\ \ TO BE BY BUILDER. IF NO GARAGE SERVICE DOOR IS PROVIDED A DISCONNECT SHALL ¢ \ \ \ BE ADDED AT METER LOCATION. Q F \ J () W Z GFI @ 42' d w w GFI FOR GARAGE DOOR OPENER ------------------ I I I I I i � I I 1 I ' I I I I I I I I I I , I I I I I I I I 1 L- — - ------------------- COACH LIGHT COACH LIGHT ELECTRICAL PLAN `W SCALE: 1/4" = 1'-O" ELECTRICALNOTES. UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42"AFF RANGE 2' AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND 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 5. PROVIDE AFCIs (ARC FAULT INTERRUPTERS) QOMBINATION 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 OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 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 LIGHT 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 V �J $DM DIMMER SWITCH FLUORESCENT LIGHTING {� CEILING MOUNTED FIXTURE n U n u n TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE o CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT U) Ji 2 DOOR BELL CHIMES It WP WATER PROOF W/ GROUND FAULT v 220 VOLT OUTLET (F— DOOR BELL ® SPECIAL SERVICES OUTLET D0 P DISPOSAL T.V. CABLE OUTLET DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING ❑ JUNCTION BOX WATER PROOF RECESSED LIGHTING O THERMOSTAT ® BATH FAN 0 LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT C INTERCOM SYSTEM ® L.E.D. DISC LIGHT ® GARAGE DOORPUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED SAME AS UNDERGROUND WITH ELECTRICAL CONTRACTOR 290 AMP SERVICE 200 = 2/0 COPPER OR 4/0 ALUMN. IN 2" CONDUIT METER MAIN DISCONNECTJL 200 AMP A/C DISCONNECT UNDERGROUND SERVICE BY POWER COMPANY #14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL # 12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE INTERSYSTEM #8TO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER 0) APPROVED GROUNDING ROD W/ MIN. 8' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. 0 E yy �mgm ,I1 � OJ Z Wg 3� Lu Q sm a �Hw W � 8swa ` a ui ui Q Z V 9�a z Oanaa s C Z vI rn .?yc m m m g Q cev� J a r �Fgsa tll LL o o0 In8 Ba o Hal o 3. os00`= �WW}JJ.FDSEN6.CDM ❑❑❑ N Z M �Za Q 0 J c a Q) — — E U gg iwn w o t ` (D*0 C m 1 cm U mN E w O o l =o_N N Q mom a'mI N 3 ® rfAMG LJAMIC G' FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: 0 F_ m W Z LLJ 'c 00 � 6 O It M z N r a c CL a HseUm -a JmCn(n LO LL VI Model Name / Number: 2010 Plan Issue Date: Monday, December 23, 2019 VI KA PROJECT NUMBER: x 19-8490 T p Sheet: Of: r 0 N fxo ELECTRICAL PLAN VENTILATION CALCULATION Formula = SF / $00 / 2 * 1.44 = net sq Inches of venting needed equally for Intake and exhaust O 60 TOP OF BLO FIN_FLR_ 12 6 OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 25 SH OFF RIDGE VENT RIGHT ELEVATION SCALE: 1/4" = 1'-0" TOP OF BLOCK 12 6� TOP OF BLOC IW RFAD HGT OFF RIDGE VENT O m Soffit product provides 4.12 net sq in/sf Ridge vent provides 18.00 net sq in / If Off ridge vent provides 13&00 net sq in / sf Overhang distance 1.33 ft S.F. of Area to be vented (SF) 2770 s.f. Total needed for exhaust for upper 1/3 665 nets inches Total needed for intake soffit area, lower) 665 netsginches Number of Off Ridge Vents for upper 1/3 needed 5 L.F. of Ride Vent needed (can be used in combo with ORV) 37 Lineal Feet of Soffit needed to meet required 121 Lineal Feet of Soffit providedb Ian 226 ba c0 io FlN. F-R. W'DOW HEAD HGT LITE TEXTURED DECORATIVE 32/2 SH CEMENTITIOUS COATING TnP nF m rN:K 25 SH DBL 25 SH r W_DOW HEAD HGT LITE TEXTURED DECORATIVE CEMENTITIOUS COATING So io FIN. FLR. o bo LL= OBL 25 SH 2868 DOOR 10" KEYSTONE DET. REAR ELEVATION SCALE: 1/4"=1'-O" ,�11N_FLR DBL. 25 SH LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 35 SH BOW TOP 3068 S.C. w/ KICK PLATE 35 SH BOW TOP 42" HIGH HANDRAIL w/ SPINDELS SPACED 4"CLEAR SPACED MAX LEFT -ELEVATION - SCALE: 1/4" = 1•-0" " RAISED RAND 0 in 16'xT 32 PANEL OVERHEAD DR, FRONT ELEVATION "All - SCALE: 1/4"=1'-0" 0 m SICI ID oD pow ga T° ry rn c 2 CO .4 y $ $ Z �a LLI LL LL LL W MNn . —z �m Q MLzl� CL 8 ` m & � W W Va�.�,gaa� aZ 0N0�5 3 0 0 MR 0 m m ° $ Z Q J`e m i a W N o o ♦d U m g p'' El El 11 r/�,ww1w.mscrvacoN v Z m o Y n , Z 'c N W a ; �I/ a 0 _ w LL Z f'�rjC 10 v E U — u5a E O wI � � c m 0Ln �m 10 w 02 8 f �' G cQ 00 by Q a)O o0 C ® DAMS HOMES v` N FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 a z DIVISION LOCATION: z PORT ST. LUCIE Job Information: N L m a NN n L.L m 0 10 a � L++ W z 04 w ❑ � U 125 m � � „ a m �H ~0_3wZ) Jmcn(1) L° N Model Name /Number: 2010 oPlan Issue Date: N a Monday, December 23, 2019 a KA PROJECT NUMBER: Y 19-8490 a � Sheet: 5 of ** ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING 20'-0" MAX 20'-0" MAX THICKNESS IS 15/32".) IF 15/32" IS SEE DET. TBO3 USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIPS CTIONS G.C. TO PR BLOCKING W/ APA RE FOR SPAN 1 7/16" OS9 SEE"HIP/F BLOCKING" EQ. d - - W Q CONTINUOUS BOTTOM CHORD a " X" BRACE SEE BRACING 2 X 4 MIN. SEE DETAIL TBO4- - - - )VIDE DETAIL TBOI 4 rOCOMPLY 9 d' )OMENDATIONS - - - - - (ATING OF - - 4 IDGE v - - - DETAIL - 1 o a -I � a 4 'a 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 13E REQUIRED 2) 'T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE 1NEB. TBO5 REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTS 4 FT. O LII O� " I 2 - F-- - -- -- a ---- ---------- 5 F;, 4 F. O O I 5 4 FT. I ___ _ O a A ^ - `♦ ♦ I I ♦ 1 O3 � O1IS O`F♦4 Ff. _--- -4FT. --O--O --0 4 FT. O O h- -OR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 ROOF NAILING ZONE DIAGRAM NAIL ATBASE 2ROWS @4'G.C.W/adCOMMON NAIL ROOF NAILING SCHEDULE: O NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL © NAIL OPENING PERIMETER @3"O.C.W/8dCOMMON NAIL NAILING ZONES (SHINGLE AND TILE) O NAIL INT. AT3" O.C. W/ 8d COMMON NAIL ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" 0-C IN FIELD ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD O STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4- O.0 IN FIELD W/8d COMMON NAIL (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 1 Od RING O PLYWOOD SPLICES @HEADER -NAIL SHEATHING TO HEADER SHANK NAILS) W/ 8d COMMON NAILS @ 4" O.C. NOTE: O (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL 7/16" OSB MIN. (SHINGLES) SPAN RATED 24116 MEMBER IF GABLE END OR ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD (TILE) NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 112" 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 16GAx 13/4' STAPLES & 2" O.C. ON EDGE & 4" O.C. IN FIELD. FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/$- 15/32" OSB EXPOSUREI (2} 2XTOP PLATE 15/32" OSB BEYOND EXPOSUREI SHEATHING J SHEATHING PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET 2x RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM I I 11 II I u u II 11 II ll I II 11 II II II JI �II II II II II II II II © LOOR SYSTE N WALL SHEATHING VERTICAL /2" it II II II II SOLID2X o I I II II II I BLOCKING @ ALL - III III II II II 1 SHEATHING y III 111. 11 II 11 1 EDGES(SEE o it, C II 11 C 11 1 SECTIONX-X) �? III 11 II OPENING II 11 I I IF -IF - III - - II II III Ilf III II II II III II II II I )II If fl 11 o 2xSTUDS'� n _ -IF_ I I II I BEYOND. I I I I I I II I I I II I I I I I SEE PLAN o_ Ilt III I I I II I II II II I I � z I I II IIII II II II I I HORIZONTAL WALL ELEVATION DIAGRAM "S" = NAIL SPACING �- 2X4 P.T. BASE PLATE BEYOND SEE PLAN ¢k8 ONm ILA �n L0 •y 11 LL N 11 AT ALL PANEL BLOCKING LOCATIONS MIN 2'.X 4 #2 SPF TURNED VERTICAL W/ 7/16" FLITCH PLATE TO 1'W/ (2)12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS (2) 8d NAILS @ 3'O.C. ALTERNATING STAGGERED 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. 7 cr g: CONNECTOR SCHEDULE FOR: ADAMS HOMES - 2010 ELEV A TRUSS ID BEARING POINT TRUSS ACTUAL CONNECTOR ID CONN ECTOR UPLIFT FASTENERS NOTES UPLIFT DESIGN RATING I ,`;rr; / . LC3.-05, E7, H7 L/R -465 # or less HETA16 / PER TRUSS MFG 1810# (9)10d x 1-1/2" _ ,-.v.r��'" HE L/R -446#orless H2.SA/PER TRUSS MFG 565# (10) 8d B02 '806, D01- D03, D05 L/ R - 885 # or less HETA15 / HETA16 1810# / 1810# (9) 10d x 1-1/2" (9) 10d x 1-1/2" BOS L/R -1940#orless (2)HETA16/(2)HETA16 1920#/1920# (10)10dx 1-1/2'' - (9) 10d x 1-1/2" A01-A09 L/M/R -1684#orless HETA16/HETA16/H10A 1810# / 1810# / 1040# (9)10dx 1-1/2" (18) 10d x 1-1/2" A10-A15 L/R -869#orless HETA16./H10A 1810#/1040# (9)10dx 1-1/2" (18) 10d x 1-1/2" A16 L/R - 1712 # or less (2)HETA16 / (2)HTS20 1920#/2620# (10) 10d x 1-1/2" (48) 10d x 1-1/2" A16 SUPPORT COLUMN R -1712#orless D7T2Z 2145# 1/2 WA. SOS SCkLVJS ', (8) 1/4" % 1-1/2" ' Ci P, OP, CSP, E7P, H7P L/R -414#or less H2.5A/PER TRUSS MFG 565# (10)8d.NAILS ' L05 L/R -960#orless HiOA/H10A 1040k/1040# (18)10dx 1-1/2" 18 10ax1:-1:2" L" L06 L/R -.. _ -1951#orless --. (2)MTS12 /(2)MT512; '.. .. 1980#/ 1980k (28)10d`x11/2 -I�I-LII 001 L II .1® �1® TRUSS L) SCALE: 1/4" = V-0" I0WIMIM;MII ` o ; I ! M7!M1Mi u SIMPSON- CONNECTOR SCHEDULE USP- CONNECTOR SCHEDULE MARK TYPE I CONNECIORSFASTENERS W BYP CONMEDTOR A FASTENERS SPF SW OFRAMEM HETAI6W(9)IN.11l ON NTA18 W(101YW x11m OR MASONRY HETA20 W (%I W x 1121 1810 HTA20 W0II0d d x WO law 1870 O FRAMME FRAME HL6Aw/110,NP NAILS 8l6 M6 RTYAW(10)l0 NAILS S10 e86 © FRAME TO Hlmwo&)lw A 11IY 1035 1040 RT,BAw/(17)10dx11m 893 I= FRAME H10A2 WIIB)IWx1 VTAT2 PLV TRU88E8 1DM0 Tie-2 BiO010dx 1 IMAT2 PLY TRUSSES MRW2WIl4H0dx117NTEOrERIOR 835 1080 OFRAME iD MT312 w/(14)1Wx„!!'(ATEX'IEalm all FRAME- LOCATION INCLum(3I Im TOENAILS) 9B0 LOCATON INCLUDE(3)120 TOENAILS ,006 119E E FRAMER) MGTW(22)l0d NNMANDW A.T.R.WIT 3830 MIlGT18 W(R811W NALSMD6AP AT.R.W MASONRY H&6EDMENTWWMPr(ATSTEPDXY 3885 IYEMSEONENTW9MP90N'9ET'EPDXY 3930 44% OFRAISE TO M920 Jut HTW20,iFM)I0dx11/T(ATEXTHUOR FRAME DN1 IADF12'(ATE%TERIOR LOCATON NOLIpE(3)12tl TOENAILS 1310 LOGRON NCIUDE )12tl TOENALB 1223 IBM 1 FRANETO (2)HT82p W(48)IW x112`(AT EMERgR 2Ab (?f NTNJp "111 EMERiOR FRAME LOFATpN NCLLOE OI)1ad TOENN4N 2020 LOCATON INCWDE(a)IN TOEARS(EA) 2510 9080 FRAME TO HOT4 W(10)iW NAILS AND (2) W ATA, XUGT2 W(1Rn1W NNLSANO(?)Sm AT.R. O �� WtT EMOEDMENTWSIMIF "SET 10880 w/1Y ENIEEOMEM'WMMP90N •SET' TON 87M0 EEOXY(kWTBFOR34N. YI EPDXY (HlKNi9 FOR S-PLY) OMMIME O IIE WS WOOD SCREWS FGTAND 31W RFUSW(12)WS3WOODBCFEWSAND ASBON MASCNRY AND OU lm x6'TREN ND ANCHOR BOLTS Do1BxW 4725 (4)WWx6'WF.DGEBOLT 7M0 ( W(1&11 Bd SIN2 OFRAME TO M IRA 17p pap MASONRY E NOTEwB ELO (SEENO ENDEL&HM2 FRAMEM (2) LGT2 W (32)1N MN1'.ERB & (14) 950&M 4080.M RI L11GTP W IN) IN SINKERS & (10) ©Z MASONRY/ 1N' x 2 IW TIEN(2 MY TRUSSI 124 -7 F 1/4•x3 WED0GeOT(2 PLY TRU99) 3106M 3100J.1 FRAME m(a) Im SINKERS FOR M ME(EA) OR(MlNSINIERSFORFRAME(EA) aM0'F d62o-F Q FRAME TO MASONRY/ D)I.GTMW(241liT.TSWSCREWS 8181318'.STITEN(2RYTRUBB) 473DM 9510-M (2) W1318 W(24) t/4'x 2 VT W329 MBDM 1O50HA FRAME OR (82)IW SINKERS FOR FRAME (EA) MIOF 9B80-F BC REW86H13M`x7W812 PLV TRLIM6) OR (861150 &TUNERS FOR FHMIE(EA) mmp 7710E O BEAMTO HWlOORHJC4M.(19)1Bd&(10)10d GM208D 7D4100PTHD4IMFW(20)18d&(t011W GT40p SEAM NAILS L41805 NAILS Ulm ©SEAMTO HW100P1HUG4l0W(IB)TREN OW4500 HW10OP1FO4IMFwI(20)IMx3' Ow3S55 MASONRY lA'43 &(I0)104NAHS L0,800 VEDOEAOLTb 01W NN13 UNIM LB MAMTO MASONW1 HU460PTHUGBWI5110ENAtS& (12)IWx2T4'T1TEN(TOMA6) MHS40 08800D HD180PTHWBW(6)100 NN13 A Owle26 Owp16 FRAME Oq (i2f1W 8(S)1W (FOR FRAME) UIR80 5Y Uw1105 SYP.M (12)l/Vx23/4`TAPDON6(TOMAS,) DA(12)1W& 16) 10d(FOR FRAME) LM10S0 gYRF UMI50 v'al FRAME TO M HEAI90FT (2I HB ,920 1W0 M HTAIBOPT(2) HFA20 M MASON! 1-PLYW 101Wx 11/2'OR ( ) 933& 2365 1-PLYW(10),(1xlGd ,870 2RY W N2) tm 2-PLYwl(1?)18tl 2430 HTSMI9W(S)I0d WJLSAND(4) 1MN21M' 96& 1110 HTAII I8)I0d.NALSAND(4) 1Mk13M`. ,145 12p TO TAPS S WEDGE90.T OFRAME MASONRY H1RMM W (10110d NMLSAND (4) V4N21M` SIM 1110 OR 4TWIAMW (10)1 W NALS AND (4) IWl 2/4` TAPOON9 WEDDEeOLT I'm 145 ©FRANFM H,WW(6)SIA 1mNAILSANO(Z)3NM4' 740 MASONRY TITAN HD 910 OFRAMEM D1T2Z W(a) 19' x1 IS' BIDS WOOD 9CREW9AND (1)1/2-B AT.R EPDXIEDW lab DT6RW(6)iN"x11ISWS1&WOOD MASONRY SIMPSON'8ET"(SEE NOTES/ 2145 4CREWSAND (1)1?e AT.R EPDXIEOW MMRSON`SET' SEENOTEM 1510 1835 TO H1T5 W(28) III #In- NAILS AND (1) Va. B M45 W(p)1W#l/T NAILS AND (1) ®FRAME MASONRY ATA.EFO)UEDWSINPS BSM 4371 5090 W-9 A.iR EPDXIED W SINPSON TEr S005 E4' SEENOTm.OW) NOMMSE.LOW TO N714W(18) 180# Im WJLS AND Hl618•B HTT46W11M)iW x21m NAILS ANDIII 9OFRAME MASONRY ATA.EPOOEUWSIMPB TEr 360 4235 SAPS A.iA. EPDXIEOW NMPBON "8Er - 41M1 NMEN BELOW E NOTES4 BELOW (D FRNAE FRAIdeO H1WW(24)10dx112'1A 8 7% 1 9p LUOTIW93)8Cx11m NAL9 8I6 1040 OFRAMEM HM9MW(4),/411 Im SOSW000 760 RT11MW(W 10tlx 11m NAILS& MASONRY 9CREW4&r5)1H•x2 t14'TAPCONS NO (1)iN"x 13M'TAPCONA9 law1395 Wi IN (It) Vfal BOB WOOD SCREWSb OFRAMEM MA RY (1) MFff AMR. EKDOM W SMPSON `BET' 8656 49N0 WIYMINEMMEDMENT (2) W(32) I/496" ms WOOD SCREWS 0 ��m Q)l1SWA.TREPOYJEDWBIMPEON 61p 1186 DIE1"w/ IT MN. EMBEDMENT O VDT W (16)1/4k SDS WOOD SCREWS & HDW-SOS25 W(10)lfil W. SOS wow Sall MUOTIS W (22) YW NAILS b HR4fi W (18) F�RAMEEO SCREWS & (1) 5M'B A.T.R. 4610 1W(MIM N)MS& 41. OY FRAME TO M7V?I&wl(� IW"x21m NA1L86 4376 (2)XTf46Wl&2)1Bdk31?NAILS FRAME (1)5/POA.T.R.(SEE NDTE MI SON &(i)W0A.T.R.(SEENOTEJMI BOOS Rcuc"ei MwMi(f"uMc6 1. C WOTALL ORTRUMESMIN MMBEAF4NOW000WALLSIBFAM6wl(2)IUMENAIL6. 2. PLLMMSTOTRIEBCMMCTIONSMSMOVIMOWTR WMANLF URM,U.N.OMPl , 3. O.C. MAY USE EITHER SIMPSON OR VSPCCNNEC17QNS. SEE FRAMING PLAY FOR CONNECTOR C OUT. 4. FOR BINCIE PLYTRUSSES, BCABON FULL HEIGHTSYPAI TN'TOTRUSS VERTICALWEB W(2) ROWS OF IN NAILS Q3' O.C. STAGGERED. 6. MINMLMAT.R.EMBEDMENT:6"EMBEDNENTFMIWA.T.R.6•EMBEOMENTFORER"AT.R.r MBMMEMFM7M'AY.RpFAT STEP, DEPRI IS MOM LOWER SLAB). 8 SGBTWSSCHOROW4'4Yax SYPN2(WWHCHOMD BERSRE)W(2)ROWS10d@4'F MMD&4.0.C. STAGGERED; CEN IERATOONNECRIR WCJRONAS NM)CHASPOSSE.E. AO MIMMALCO(NECTORUNOONFRAMINGPLM 1. CONN£CTIONFOi AWROOFNFLOORTRU9 TOMA9 WWALL UNTaWCFWOLLSUNOONPLAN 2. CONNECTIONATN"ORSTO.C. PBmO VERTICALSMRALLFLOORTRUNESPMKLELTOMMONRY WALLSSEEDETAIL 1131MFORMOREINFORMATION 3. CONNECTION FOR ALL HIP JACK(CORNEA JACIOTO M48O8IYWALL80OFWALLBAINTELB 4. COHNEOTWNFML LCONTN0008RIMB0AI7 MT POFMASONRYATV'O.CMNCW(2(ATEADH CONNER.aC TOVEWFYL TpNDOEBNOTCMFLILTw7FJ10RAWL1 LE)LAYW S CC MUALFLOORTRUSSESMINTEMMSEArdNGWOODWALUBEAMSwl(2) 120TOWVLs © MIMMAL CONNECTOR UNOON fRAI41ND PLAN i. CONNECTNON FOR JACI(TRU88 TO WOOD WALLOR BEAM MINIMAL CONNECTOR UNO ON FRAMING PLAN 1. CONNECTION FOR ALLTRU99E9TOINTERIOUEXTERIDRBEAMNGWOODWALLSA RBEAM9 ROOF FRAMING NOTES 1. SHINGLE ROOFING SYSTEM OVER MIN. 7/16" OSB ON PRE-ENGINEERED WOOD TRUSSES AT 2'-0" D.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 HAVE 7/16" OSB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2x4 02 SYP WITH (3) 10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH 8d NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 - - - NOTE TO FRAMER --- IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS. BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (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 L. ROOF INFORMATION SEE SHEET S-4 C.M.U. OR ICF WALL O SEE TYP. WALL - SECTION 2x4 P.T. FASTEN TO C.M.U. w/ 11/2' LONG T-NAILS ® 2'-0" D.C. _ SECURE JLCHANNEL 0 12" O.C. -METAL DRIP EDGE + -2 x SUB -FASCIA o -ALUM FASCIA CONTINUOUS VINYL G.C. SHALL VERIFY SOFFIT MATERIAL CAPACITY TO RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLAIMING WIND PRESSURE TYPICAL SOFFIT SUPPORT DETAIL 3/4" v yu�vy m VgDj OD //�qm Z W c�SJm IJi W N E82�ffie � P�A WPa W 8P O Z wRQa� cy € 2 dp1i �g's V U) w $$D 5 O DI xT m m OJ 1x LJL W Q o goy gg a EHS L4Cm p B y10- A D W WW.FDSENG.CO4 000 M z ") S Z a c Q $ a T Y 5 N � 0 Q�m W ,, m � 1 E V �V) m Ln d m a i(Cj m m U �N E ? c v 6 �IQ Q DD o 120 DAMS HOMBS �IIIIII FLORIDA CONTRACTORS LICENSE N0. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 r DIVISION LOCATION: z PORT ST. LUCIE N IV] Job Information: fidD 0 0 1..1� O I_ Ld N Z W N Wix 00 G7. M N r •) LR7 •¢ O +1 y � N Z _ 1--�Um 1 a 0Jui::) G' o _Im(n(n'0 Model Name / Number: 2010 PlamissueDate: Monday, December 23, 2019 KA PROJECT NUMBER: 19-8490 Sheet: 6 OF. ROOF PLAN A LINTEL BEAM; - 1 COURSE LINTEL BLOCK W/ 1 # 5 NON-SHEARWALL SEGMENT BAR & 3000 PSI GROUT, MIN. 25" LAP (ACI 530) TYPICAL SHEARWALL SEGMENT ALL SHFARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. FILLED CELL: FILL BLK. CELLS WITH 3000 P.S.I. GROUT ONE #5 0 LOCATIONS SHOWN ON THE FOUNDATION CONC. SLAB SEE PLAN AND FLOOR PLAN. FOUNDATION PLAN MIN, LAP 25" (ACI 530) FOR MORE INFO TOP OF SLAB k' 5 \-. I MS021 TYPICAL SHEAR WALL SECTION I N.T.S. I TYP. TIE BEAM W/3000 P.S.I. CONC- W/1 #5 REBAR CONT. SIMPSON SP4 W/(6) - 1 Od X 1 1/2 //-SP6 OR SP8 FOR 2X6 AND 2X8 WALLS �-DOUBLE 2x TOP PLATE STANDARD HOOKS SEE MS05 FOR MORE INFO TYP. RULED CELL W/3000 P.S.I. CONC. W/1 #5 REBAR VERT. INTERIOR BEARING WALL INTERIOR SHEARWALL L EXTERIOR FRAME WALL 8" C.M.U. 2"x 42 SYP/SPF P.T. W/ (3) 1/2" X 8" "1" BOLTS OR (3) 1/2" X 6" EXPANSION ANCHORS OR (6) 3" X 1/4" TAPGON3 OR (8) 2 7/8" HILTI TIX-DNI NAILS 2x BASE PLATE SEE PLAN FOR MORE INFO 1 MS031 ;n ^rv^- trr ^/or u/anrriry VVtLLL ICJ I N.T.S. #5 REINF. 1 20" MIN. LAP BAR R1 43 OR 44 REINFORCING �8. BAR 43 & #4 LAP saucF l Tn" I 25" MIN. LAP #5 STD. 90G HOOK #1 AP qPl R FINFORCING BAR 5 SCALES."-1'-0" 50" WIN.LAE #6 REINFORCING BAR * GRADE 40 U.N.O. #6 LAP SPUQF I MS051 REBAR SPLICE DETAIL - GRADE 40 1 N.T.S. ATTACHMENT RE UIREMENTS SIZE TAPCONS SPACING #ROWS 2 x 4 1/4" X 2%" 12" O.C. 1 2x6 1/4"X21A' 12"O.C. 2 2x8 1/4"X2%" 12"O.C. 2 NOTES TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. 'PRECAST LIMEL (2) 2X P.T. - BUCKS W/ 1/2" O.S.B. BETWEEN FASTEN PT NAILER TO MASONRY 2Y IF DOUBLE 2X NAILER IS USED, USE 1/4"X 41/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED i MS11 12x BUCK DETAIL I N.T.S. I LINTEL SCHEDULE NTEL NO. F LENGTH=FT. SAFE GRAVITY LOAD PLF APPLIED GRAVITY LOAD (PLF1 SAFE UPLIFT LOAD APPLIED UPLIFT LOAD PLF COMPOSITE BEAM lO 17'-4" 4'-6" 950 PLF 6113 PLF 198 PLF 198 PLF 404 PLF 2707 PLF -147 PLF -147 PLF 8F16 -1B/1T 16" MINIMUM 8F16 -1B/1T 7'-6" 2661 PLF 713 PLF 1624 PLF -525 PLF 8F16 -1B/1T ® 7'-6" 2661 PLF 1760 PLF 1624 PLF -1185 PLF 81F16 -1B/1T 4'-6" 6113 PLF 1217 PLF 2707 PLF -1042 PLF 8F16 -113/1T ® 5'-10" 4360 PLF 1407 PLF 2080 PLF -975 PLF 8F16 -113/1T 4'-6" RECESS 5206 PLF 1368 PLF 2272 PLF -961 PLF 8RF14 -1B/1T ® 4RECESS -4 r 5206 PLF 636 PLF 2362 PLF 484 PLF 8RF14 -1B/1T 3'-6" 5163 PLF 198 PLF 3547 PLF -147 PLF 8F16 -0B 1T l0 4'-6 IV 6113 PLF 1760 PLF 2707 PLF -1185 PLF 8F16 -16/1T NOTES: 1. ACCEPTABLE LINTEL MANUFACTURES INCLUDE: CAST-CRETE OR QUAILTY PRECAST COMPANY ( LOTTS CONCRETE PRODUCTS, WEKIWA CONCRETE PRODUCTS.) cn❑ non nnlnl �� /� i--. O 0:1 *9 REBAR At To - MIN. (1) "On'-Irz" OLEAR c.Tna. GRO'J1 '6 REDAR AT WTTOM C C OF-INTE- CAVITY e OM REINFORCING 14He"Ac3uAL PROVIDED IN LINTEL (1ARIES) a" NOMINAL WIDTH TYPE DESIGNATION F - PILLm WITH GROUT / : = UN-L. mWNTITT OF wi RHBAR AT EOTTCM OF LINTEL OA,"1 SF16-1$/1T NOMNAL WIDTH KK.{(T QUANTITY OF •a NOMINAL REBAR AT TOP MATERIALS I. f'c precast lintels = 3500 Psi. 2. fc prestressed lintels = BODO psi 3. f'c grout = 3000 Psi w/ maximum 3/8" aggregate. 4. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 5. Reber provided in precast lintel per ASTM A615 GR60. 6. Field rebar Par ASTM A615 GR40 or GR60. Prestressing strand per ASTM A416 grade 270low relaxation. 7. 7/32 wire per ASTM A510, 8. Mortar Per ASTM 0270 type M or S. GENERAL NOTES 1. Provide full mortar head and bed joints. 2. Shore filled Iarteis as required- 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. Lintels are manufactured with 5-1/2' long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and longer with a nominal height of B" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32' diameter wire St rube are welded to the bottom steel for mechanical anchorage, 8. Cast -in -place concrete may be provided In composite lintel in Ileu of Concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10.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, if a smaller lintel is installed Contact FOR for approval. SAFE LOAD TABLE NOTES 1. All values based on minimum 4" bearing. Exception! Safe loads for unfilled lintels must be reduced by 20% if bearing length is less than 6-1/2". Safe loads for 611 recessed lintels based on 8" nominal bearing. 2. N.R. = Not Rated. 3. Safe loads are total superimposed allowable load be the section specified. 4. Safe loads based on grade 40 or grade 60 field rebar. 5. Additional lateral load capacity can be obtained by the designer by providing addlonai reinforced masonry above the precast lintel. 6. One #7 rebar may be substituted for two #5 rebars in 8" lintels only. 7. The designer may evaluate concentrated loads from the safe load tables by calculating the maximum resisting moment and shear at d-away from the face of support. 8. For composite lintel heights not shown, use safe load from next lower height. 9. All safe loads in units of pounds per linear foot. PRECAST'U" LINTEL w/ 3000PSI CONC. GROUT SHALL BE FLU5H AT OPENINGS SEE GENERAL CONCRETE WITH TOP OF WALL LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT HURRICANE r? R ANCHORS ) (TYP.) ►11 4 REBAR ON BOTH SIDES OF OPENING U.N.O. PROVIDE KNOCK -OUT - BLOCK FOR FIRST COMPLETE CMU COURSE BELOW SILL 3 FILL SOLID W/ (1) #S BAR FOR ALL WINDOW OPENINGS GP-S" AND LARIII ��•��"0Ft0N1N F'"ti, SE F ` v n c m v eve O O m Fs'-€� tico 21 N 5 o � u U) moo mgm a� IV IC y_z gA W Q �i-�I� a q w m a U Al .F g ' � a x Z m 5 v aMJz .Y�//I�� -E O p ~ W m n 3 m Go m LL LU U � a o � a y WM.FDSENG.COM ❑ ❑ ❑ v r � ? M �o yr Z c Q a J a _ Y c Z o. o M 4"`0 W H +JAL E U 0 E O w o N iL' m L v I.ir. (6 •-- cam O N a ui F O W m DAMS HOMES N .� FLORIDA CONTRACTORS LICENSE NO. CRC1330146 5, 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 n t DIVISION LOCATION: PORT ST. LUCIE YJ Job Information: 10" STD. 90 HOOK HOOK V / a fn 0 Y ' � M q--.4 am STD. 90 O rY ANGLE 31-0 CONIC. W/1 #5 DIA. REBAR BOND BEAM 8' X G 8"TEL BLO'K.O. LINTEL BLOCK - FILL 3000P. - CONIC. W/1 #s OIq. F- CONC. DIA flE6AR E INDICATES FILLED o m CELL FROM i0 CMU U.N.O.O. U. BEAM WITH1 1 #5 ' r BAR MIN. N SEE FOUNDATION SEE UNDATION PLAN PLAN FOR LOCATIONS MS01 I BLOCK WALL REINFORCEMENT 0 m I- Z W W N 00 0) \ m m z N NI_m ir a =Q� 8 N h-YUm H a 0 J W o J m Cn (n LO LL Model Name / Number: 2010 N TYP. DOWEL 25" MIN. LAP (ACI 530) V I Plan Issue Date: Monday, December 23, 2019 VI KA PROJECTNUM13ER: Y 19-8490 o Sheet: S_JL Of: €o 0 JMT.F-LPLAN I 1 0 2x6 #2 SYP P.T. W/ (2) Y2'x5" WEDGEANCHOR 0 OVERHEAD SECTIONAL N DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT x W/ WASHER. MIN. 6 PER <" TRACK TO JAMB. v (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" r o "J" BOLTS WASHERS SET IN FILLED CELL W/ #5 TYP. FILLED CELL c N VERTICAL MIN. 5 PER JAMB. € o N F, SECTIONAL � ® OVERHEAD N ,,`lltltil ` DOOR n CONT. P.T. #2 RO WN f WOOD SYP 2" X 6" t b TRIM ♦♦o♦��` ♦ ,.. ... 3 C Q' J -50 2"x6" P.T. WOOD JAMB a E DOOR AND CONNECTION PER L GARAGE DOOR MANUFACTURER GARAGE SLAB / q ''•F NP ROFE8Sl0 TYP. GARAGE DOOR ? //® `''`'�//riruulue�`�"`�U g TRACK MOUNTING DETAIL no ro o � n N 0 c y C G MS1.2 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. V 9 v is 0 L "o §� €-Z ss4� aiMmz BLOWN -IN R-30 INSULATION PER FBC AND ENERGY FORM SUBMITTED a SP_ W WITH PERMIT APPLICATION PROVIDE BAFFLES 8 g, w vi 5 % = g m :1: 5 �~ a a ¢ AT EAVES (FOR VENTED ATTICS) '"- g Z 12 FIBERGLASS SHINGLES OR SEE PLAN TILE ROOF (PER ELEVATION) ' 'yy",, € 6.2 q 8 � � i= � � O Ix~ to3 _ r Z OVER APPROVED UNDERLAYMENT o e= �' Id.I PER FBCR 905.1.1 OVER APA PRE ENGINEERED WOOD RATED STRUCTURAL SHEATHING $' �'. $ °! o 2 O TRUSSES @ 24" O C. (SEE STRUCTURAL NOTES n ¢ ~ J e $ Wft.FDSENQX0M ❑ ❑ FASTENED TO TRUSSES PER ROOF '- NAILING SCHEDULE) £ m O m TRUSS ANCHOR (SEE PLAN) 10 Z m SEE PLAN FOR BRG.IiT N Z m o 112" DRYWALL r Z a Q o FELT PAPER OR . o METAL DRIP. EDGE TRUSS PLATE �) 3/4" P.T. NAILER ;..� 2X SUBFASQA ) Z 1/2" DRYWALL SOFFIT. SEE ARCH. t: ¢ PLANS CURTAIN NAILER r 8 x 8 x 16 K.O. $ � . � W v TCS I x 4 P.T. @ WINDOWS n n LINTEL BLOCK p 0 1 x B P.T. @ S.G.D. „ O.H. W/ (1) #5 DIA. REBAR & n c FLEy. 3000 PSI CONCRETE E `v l l _ w O t/) c m PRECAST "U" LINTEL N is V1 SEE SCHEDULE a lQ U N E r t $ , am l y c r = ¢ m d on e,m A� � �aMS HOMES NOTE: 44" MAK SILL HGT. ON FILL CELL -(1) #5 DIA. n a -� q.. ..a ALL BEDROOM WINDOWS, n REBAR W/ 3000 PSI = N CONC. ALL LOCATIONS FLORIDA CONTRACTORS LICENSE NO. CRC1330146 N SHOWN ON FOUNDATION = 3000 GULF13REEZE PARKWAY N & FLOOR PLANS vi u GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: t PORT ST. LUCIE Job Information: rV VINYL FRAMED WINDOW N WINDOW STOOL n W/ SCREEN PER SPECS ri N PRECAST CONC SILL n 3 N APER BACKED FOIL R-4.1 N N O N NSULATION AT CMU BLOCK WALL N m ER FBC AND ENERGY FORM y v UBMITTED WITH PERMIT 'l EXTERIOR FINISH - o PPLICATION (SEE ELEVATION$)Uj d N 1 x 2 P.T FURRING FTG. DOWEL #5 DIA. REBAR 17" IN CONCRETE - 25" a ` j > CV 1 x 4 P.T. BASE NAILER FJ(TEND (AQ 530) ABOVE 5 1 1 ■ - D: 0 0) SLAB, ALL LOCATIONS SHOWN WOOD BASE ON FOUNDATION PLAN Ft - \ c [t 12 (h SEE FOUNDATION PLAN FOR SLAB INFORMATION EEq o /� M TOP OF SLAB — y a {,{ 0 J LLI Z) m o LO m W W GRADE N o� Model Name / Number: ry SEE PLAN FOR � U 5 2010 i RE -BAR QUANTITIES c ui VI Plan Issue Date: o SEE PLAN SEE FOUNDATION N Monday, December 23, 2019 PLAN m KA PROJECT NUMBER: v Y 19-8490 W501 TYPICAL WALL SECTION - 8" CMU m Sheet: �-� Of: L "0 TYPICAL FRAMING DETAILS rlLt GOPV WHEN REQ'D RECESSED PRE -CAST LINTEL 8" D BLOCK TIEBEAM W/(1) #5 REPAR U.N.O. NOTE: MAY CUT BACK 2X8 P.T. @ TOP TO ALLOW CONT. 2x4 BLKNG AROUND CURVE, MIN. 2 TITEN ANCHORS TO 2x8 (SEE PLAM EA. SIDE :OAME x� TOENAILS EACH END • -�w� I�I TO ' NAILS Ca 16* O.C. I , NAILER EA. END r�rP =DGE VIEW _ BLOCKING NAILS. SEE DETAIL ABOVE 2x BUCKS SEE MS11 FOR MORE INFO WINDOW OR DOOR OPN'G WF01 DETAIL @ ARCH WINDOW FRAMING N.T.S. PROVIDE 2x4 ON TO OF 2x8 TO. BLOCK OUT 2 ROWS 12d @ TOP PLATE ATTACH w/ 3" O.C. OUBLE 2x4 (2) 12d NAILS O.C. TOP PLATE (SOLID BLOCK w/ 2x6) \\ STRUCTURAL SHEATHING qe" 7/16" MIN. NAILED W/ 8d A1j ` \\ COMMONS @ 3" O.C. @ 2x4 STUD A! EDGE & 6" O.C. FIELD RUN ER PLAN FULL SHEET FROM 2x4 BEYOND AGAINST 2x8 STUDS BOTTOM OF FALSE BEAM \ NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS SEE GE05 FOR �` \`� TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. STANDARD \\ I ` SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD GABLE END �\ I �l (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN FRAMING T\ `� TOP PLATE W1 8d 2 1 2" x 0.131 NAILS (SIM. w/ 2x6 NOT REQ'D. WHEN QT SYSTEM IS APPLIED ISTUDS) `\ \` TOP PLATE TRANSITION Z I PIPE OR DUCT w/ UBLE 12d + +I IS PENETRATION THRU TOP SPLICE I+ +I y TOP PLATE w/ MORE G THAN 50%OF TOP ROWS 12d 2X TOP PLATE TO I o 3 PLATE WIDTH INSTALL @ 3" O.C. GABLE END W/ 16d SIMPSON PSPN515Z NAILS @ 6" O.C. a W/ (12) 16d NAILS TYP. 41iN TOP & BOTT. --' -+ NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAI ILS MAYBE SUBSTITUTED W/ 2X4 STUDS @ 24" O.C. (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO W/ SINGLE BASE & TOP TOP PLATE W 8d 2 1 2" x 0.131 NAILS PLATE W/ PLYWOOD * NOT REQ'D. WHEN QT SYSTEM IS APPLIED SHEATHING COVERING NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL GE15 I FALSE BEAM AT GABLE END N.T.s. N m m ro m ro ro 1" 1+h" Loa" 14z --J tj (2) 2 x 4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x 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 = 0348", L= 3") OR EQUAL IONEOS62EALH OUTSIDEFE)(ONE INTOEACHFACE) OUTSIDE/) '7EQUAL EQUAL NOTES: 1) ADJACENT NAILS ARE DRIVEN MOM 3) FOR 4PLY. PROVIDE 1/4'01A. x 51/2" LAG OPPOSITE SIDES OF THE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN. FOR 3PLY) 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NDS SECTION 16.3 FOR THE THICKNESS OF THE LAST LAMINATION. ADDITIONAL INFO. WM7 I TYPICAL COLUMNS DETAILS N.T.S. FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 1 1/2" CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS ELL. -I-Y REINFORCEMENT REQUIRED) �r. gip•.• �N •. ••�f�. FOR OVERHANGS BETWEEN 5/8" TO 11/2- NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ'D. MS18 I RETROFIT WALL OVERHANG DETAIL I N.T.S. OF 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/a"=i'-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 LACKS KINGS SRE EA END FA END EA END EA END LESS THAN 4' (1) 2) (1) (2) >4' BUT <9' (2) (3) (2) (2) 10'-0" - 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 Lod NAILS @ 8" 0/C TYP. DOUBLE 2 x 4 CRIPPLE STUD TYPICAL (U.N.O.) - �N * * HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS WITHOUT UPLIFT HEADER ANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE NO. & SIZE OF &GRADE RAFTER TIES EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE EF SCHEDULE 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12' O/C FOR 2 x 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 8 1/2" AT GARAGE STEP DOWN P.T. BOT. PLATE WF09 WALL HEADER DETAIL N.T.S. SEE FLOOR PLAN FOR COLUMN SIZE & BASE CONNECTION INFO SECTION A -A SIMPSON HUG410 BUCKET SEE ROOF PLAN FOR MORE INFO SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE CONNECTION INFO 1/2" OSB FLITCH PLATE — REQ'D ONLY WHEN INDICATED ON BEAM SCHEDULE/PLAN SEE ROOF PLAN :FOR BEAM SIZE & :CONNECTION INFC SEE FLOOR PLAN FOR COLUMN SIZE & BASE CONNECTION INFO — SCALE: 1 1/2" = 1'-0" A�A SEE PLAN FOR 717-77779 TOP OF BEAM FOUNDATION V FOR MORE INFO CD11 COMMON BEAM ATTACHMENT N.T.S. jaSkOWN P''p1SE• ff � � • i g6� w .y FESS\qaP�� n acm N�� 8 � m gc 3.g 0N W Co Z TRj g8 wti JJ m JJ 'e(7 WO�NN LL LL LL �8 Wuj�LLLL� W �m��lA m W O0) r nwym FDSEKG.COM ❑ ❑ ❑ l' / Z m VV// Z 0 m z m 0 (D Z a c a m �� Zo W o E W §DE o ot m to � mm mm u E cN E W 0 U c a? amour dmii DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 I PORT ST. LUCIE IVI Job Information: a) `O LI N 1 2!W W �It -0 U 7 N Z 04 r 0) H� U E m C-L i a OJLtJ::) (8 o _I m U) (1) Lo Model Name / Number: 2010 Plan Issue Date: Monday, December 23, 2019 KA PROJECT NUMBER: 19-8490 Sheet: S w Of: TYPICAL WALL DETAILS *DIAGONAL SPACED AT 20'-0" O.C. MAX SAME SPACING AS BOTTOM CHORD LATERAL BRACING TO BE LESS THAN OR EQUAL TO 450 MINIMUM 2"x4" CROSS BRACING (SEE PLAN FOR + LOCATION) ' •� '.. I +BLOCKING I I N I J I (3) 12d 8 PER JOINT ' I I < a c I CONTINUOUS LATERAL BRACING- ' NAIL OVER X-BRACE AS SHOWN- M INSTALL BLKG. AT TRUSS WEBS e CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING X-BRACING - 2x4 SPF OR SYP W/ (3) 12d C& EACH TRUSS WEB o c i m 3 9i999911iitp/ - TB01 TYPICAL CROSS BRACING DETAIL N.T.S. TB02 TYPICAL CROSS BRACING DETAIL N.T•s. Q ..� �RowN PROVIDE 2X4 MIN. BLOCKING AT �1'` 4 ,,J Q NSE CENTER LINE OF HIP/RIDGE, TYP. u'o V " W r �U: tJoGQQ: z I So BETWEEN TRUSSES W/ (2) 12D 'b ti 1 lu NAILS EACH END TO TRUSS TOP G ��P,i 4 • • e a CHORD ° + f E �$ F 10 o �/ 40 F E S Sl Oa N TRUSS ALTERNATE TO RLOCKING o / A PRE-ENGINEERED VERLAP TRUSS BRACING 3 A TRUCTURAL WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP G.T. ------ SHEATHING PACE `o y ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 TOP CHORD WHEN REQ'D NAIL TO TOP CHORD TO PREVENT SHEATHING JACK r\H OF HIPPED TRUSS W/ M SPAN FROM EXCEEDING TRUSSESP 12d NAILS @ 8" O.C. i5 c MAX 24" SPAN (EITHER T a O SIDE OR BOTH IF REQ'D) m ROOF (2)12D NAILS f—t m ` AT 12" O.C. MAX MINIMUM (3) 12d $' c SHEATHING PER JOINT MINIMUM 2"x4" SPF OR c PLAN " SPACED AT 10'-0" MAX SYP TRUSS BRACING w I E �E a ge rytD06 m �8 N�jm 2X4 BLOCKING stump cqcar BETWEEN TRUSSES HIP TRUSS Z mq r�d� nnm T. s s��m F Hag TB03 HIP RIDGE BLOCKING DETAIL N.T.s. g � LL m W t> vv rg a E 4s� W g.LLt w T604 TRUSS BRACING OVERLAP DETAIL TYP N.r.s. Z 0a«�' 3 ; o (TYP) �� yea Z N PHU °� Y/ n o 0Mm Y � mo sE Wa to s a Btu 0 U) $ _ 03 m F- ° - VANNI RJSENG.COM ❑ ❑ ❑ y TRUSS NOTES: Z g Z ry � M � 4D� 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSVTPl-2014 z c o (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND J BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT .a� a — Y IN WOOD TRUSSCONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED c - w Z n TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT �c EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS m h 2. ALL BRACING (DB,CB,BS) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL m LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. _ ❑ E 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) NAILS AT EACH TRUSS INTERSECTION. UJ 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGNIGN WHEREVER ADEQUATE STRUCTURAL CENNG ARE NOT /� �.O o w o u� ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. /W\ 5. PROVIDE TRUSS BLOCKING ATALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. E l/i SEE TYP. TRUSS BLOCKING DETAILS Jf 0 CO SHEATHING �Lf) = lco 11, m w O N o 3 TO 4 TRUSS AS SHOWN G '. 0 TRUSS SPACES ALTERNATE I = G r• 0 b N 0 VERTICAL SCAB 2X6 #2 SPF 48" O.C. W/ (4) 12d TOP & BOTTOM OR H5 OR HCLR/LL IN PLACE OF (4) SOD REQUIRED 0 RAFTERS GREATER THAN 8'-0" SEE SECTION e-B mill c a 6 o eu o Q rn NAILS ® DAMS HOMES TRUSS .�; FLORIDA CONTRACTORS LICENSE NO. CRC1330146 R SEE PLAN DOUBLE OUBLE TOP d 3000 GULFBREEZE PARKWAY SECTION B-B TOP PLATE PRE-ENG. TRUSS 2 STUD GULFBREEZE, FLORIDA 32S63 W� SEE PLAN DIVISION LOCATION: PORT ST. LUCIE NV. FRAMED RIDGE (4) BE NAILED LANDS MIN. VERTICAL SCAB 2x8 #2 (41 12d WHEN VI Job N.TR SPF 48" O.C. W/ (4) 12d NEXT TO PREENG. TRUSS Information: 2X8 BLKING. NAILED 0 EACH TOP & BOTTOM OR H5 OR SIDE W/ (3) 12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12d N Loo e REQUIRED w/ (2) MTS12'S REQUIRED ® RAFTERS GREATER THAN S'-O" _ < `} COLLAR TIE SHEATH! �I EVERY 3rd r ' RAFTER m m 2X4 BLOCKIEN CB v TRUSSES WNAILS BEVEL CUTS ®EACH ENACH BAY (OPTIONAL) r`00 TO B 2X4 SPF W/ (2) #7X&1/2" ALTERNgTINDB WOOD m a W W SCREW EACH TRUSS BLOCKING I OR H5 @ 48" O.C.CN > PRE-ENG. TRUSS m W 00 ❑ STRUCTURAING CONT. ROOF SHEATHING AT TRUSS TOP E LO U co CHORD AT A HANG FRAMED AREAS TYP. $ CV n r3 m 0 SEE PLAN FOCTION 0 ON r 0) C Q V 2X4 P.T. BLOTWEEN TRUSSES WAILS DIAGONAL m co @ WOOD 2X8,42 SYP RIDGE BEAM EACH END m J w Lo 0 MAX'0 TRUSS , , 2XS RAFTERS 0 2'-O"O.C. � 12 O MAX. W/ (3) RI COMMON WALL BELOW TOENAILS TO RIDGE SEAM u0i . (SEE PLANS FOR TYPE) 2x4 RAFTERS FOR SPANS LESS THAN Model Name / Number: — _ CONC. MASONRY 4 Fr T# 2'-W 0 C. MAX W / (3) 10D 2X4 CONT. AT STEEL OR WOOD COMMON TOE NAILS TO RIDGE BEAM 2010 i & B CHORD BEARING SUPPORT TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING Plan Issue Date: @ RAISED HEEL DETAIL DETAIL @INTERIOR BEARING Monday, December 23, 2019 � VI KA PROJECT NUMBER: d Y 19-8490 oSheet: S�� Of: TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.S. ROOF FRAMING Q AND BRACING DETAILS G 6" n l \\ THERMA-TRU INSTALLATION \\\\ KEY DIFFERENCES CHECKLIST Rough openings are 1/4" smaller on each side and 114" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" 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. SPA EVE 6" 6" 6" SPAC EVEN SINGLE DOOR SINGLE DOOR W SIDELITE DOUBLE DOOR W/ SIDELITES Be 6 lJ r� SINGLE DOOR W/ SIDELITES �• ass - LOCATION OF BARRIER TO BE 1'-0" IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE FILLED PVC. PIPE, 1 0 M TOP OF SLAB K N N — — — — Do Z I III III °1 1°. Ilo, II ° 1 f , jr - Ill I O z 1 ' ti 16" MIN. DIAMETER !� CONCRETE FOOTING PROTECTION BARRIER DETAIL N.T.S. SPACE EVENLY I a a" s^ a•• a" " SEALANT U. NAIL SHINGLES W/ it OR 12 GAUGE ROOFING " w NAILS. 3/8" MIN HEADS.6 PER SHINGLE. Rout Ott • �� a°°t OeAc 2^ valleycenuNnne r SHINGLE INSTALLATION GUIDE "L �odod"�o oo5edCoose 2g. ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY TEXTURED, PAINTED BEHIND FLASHING LOCATIONS) ETTER. WALL FINISH AND DC ENDING A MINIMUM OF 6" ABOVE a" X 6" H GALV. VERTICAL RISE OF FLASHING VERTICAL WALL FLASHING CONT. AT IWEEW'ALL T ENTRY PLASTER 6To SEALANT ROD SHING ES 6. X6'HGAL.. T -LASHING CONT1 I FLASHING DETAILS NOTE: THIS DETAIL IS REQUIRED \ FLnsnlNc AT ALL VERTICAL WALL INTERSECTIONS \� WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION INSTALLATION BUCK STRIPS - 2x (DEPTH OF W'DOW �,' -• Al SGD FRAME MIN.) GLUE STRIP " W/ ADHESIVE SEALANT & SCREW w/ 3/161, x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATIONOFWIN DOW ATTACHMENT N.T.S BUCK STRIPS - 10 (DEPTH OF Wow. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 112" PHILLIPS ,' 1/2" DRYWALL FLAT HD. "TAPCON" SCREW THRU THE WIDOW FRAME INTO MASONRY .' JAMB MIN. 4" FROM END AND MIN. 16" C.C. 1/8" SHIM SPACE EXT. FINISH ° DRIP EDGE WINDOW SEALANT 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 3/4' Is used. BACK ON THE AT EAVES D EITHER I. IF INSTALLED TALL BE A TINSTALLEO ➢0E SHALL BE A at 121n ON #tNED IN .3'.S 11a MPH 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. 2X WOOO FRAME BY'OTHERS SHEATHING. SY OTHERS CAULK BETWEEN " FIN &SHEATHING PERIMETER - CAULK BY OTHERS O.A.:wmover , HEIGHT EXTERIOR 11/2" M1N. EWDMENT —08 WOOD SCREW INTERIOR TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S 3/4" 1/4" MAX. SHIM SPACE Medmum Head aY Sp (Jambs, Head and SIR)lli) g" 8• a«. A.• #10 Sue" �— Mounting. Fir '- BdefiQ View of RXEd Wrrtw I wNedon In Wall Framing: 11,2 Spruoenilm /Fir Or Better Sllimne #10a1-1/2" Spew Mm or, Pena aoton Glazing bead h318" ,A - Cross Section V law Exterior. Sheathing num m lMmc ep may De "Ed pact formpection, but polle re -Stick tlw vap to i of nc the picekE i" " -catches and abler < ..,,age nndl construction N contpiafe. Real Measure to be sxe the operdng is 3/8" to 112" far" than the window size both venkaliv and imrtasmaity, • You may wish m predrill the instalWeon toles in the fln M this tine. Ossraparof lee prelsousafteaf hoist #, aly2Lt az aw are mrottssarlN Red 2 Appy a generous bead of sllkare la the a aadde tithe mo ning An. the Enough same to s miff Fy n all rolls bEtwcen the fln all the wall sineethi2q. Step asset the window into the opening hem the outside. Thewladew Is labeled"Imwe" and'oubwe", but Inhaleuses have been removed, the glazing bead Should 2MAINS be to me b.we tithe buad . Rep 4 Irwtau shims haver the sill, adjta0rp deem unto the unit 6 plumb in the opening. Shins should be installed ocular the NO every 2 feet. The window should be bash centered in de with no more than 114' ap beNveenSsTthe wkdow all wall framig. S irepna#IOx1.2'same, 4"from the caner of the On at each end of the head, sill all both Lambs, Step [rttaA the remaining fastatas In 8"increments from the comer screws ro the ceten of each frame member. Use mre not boover. tighten the screws and pull them iMough the fin. Also, make sure the screws go in might all do not muse the frame to bow. Wag framing should be a minimum of#2 Wice/pIRWA . Fastmets should be#10 wawa ofsulfldad knO to achieve, 1-30 penetration lino the wal and ro less bun S/Yfrom edge of framing. Fastener qualatitles needed in each side of frame to addeve 8"swim Step 8 If desbed, a foam insulation on be applied to the wtadof gap betwnM tlu wndow and wall framing. If applied, tls#muslbe the NDN FXFANblNG rVPF FOAM. Step 9 Rnm them wMtlays are typically used in ravens with highmo6nxe, le; bathrooms, a 6 moommerlded that the intent gap between the wmdav and Ivan framing also be sealed with Siloam and tailed so as not ad Interfere wit) fM nwunaton or Failure to follow these procedures will void any and all warranties. Product Approval Submittal Affidavit Building Address: Contractor: Building Permit: Product Design Pressures Manufacture Model # Attachment Method Approval # Roofing: 1st Choice DADS COUNTY APP.NAIL IKO Industries, Ltd CambridgeAR SHINGLES W/ 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. W/ 3/8" MIN PENETRATION THRU SHEATHING FL.7006.1 R-10 ROOFING VENTS: Florida Metal Products Inc. FLAMCO "Off -ride vent" I FASTEN WITH 11 GAUGE GALVINIZEO RING SHANK ROOFING NAIL, 171-21580.1 R-1 ROOFING UNDERLAYMENT: 1st Choice WOODLAND I USTRIINC TYPE II UNDERLAYMENTS-HVHZ # AS HALT TU D R IC T UNDERLAYMENT SHALL BE APPLIED AND ATTACHED IN ACCORDANCE WITH R905.1.1 FL15216 - R3 2nd Choicel [--ELU206 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" "J" BOLTS FL16546.1 2nd Choice +30.0/-32.0 CLOPAY 73W6 6 x 7 FL15279.36 Swing Doors: 1st Choice +67.0/-67.0 THERMA FIBERGLASS BE S D00 GLAZED INSWING 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3" 16X 3" / TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS AND MIN-12" O.C. THEREAFTER. THE DOOR FRAME SHALL BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. THEREAFTER. (TYPICAL ALL 4 SIDES) FL20461.1 2nd Choice +67.0/-67.0 THERMA TRUCORP. FIBERGLASS DOOR FLUSH OUTSWING FL20461.19 EL20461.2 Sidin 1st Choice +0/ -146.3 The Tapco Group 7" Staggered Shakes INSTALLAITON FASTERNERS ARE GALVANIZED STEEL ROOFING NAILS 11/a" LONG WITH 1/8" DIA. SHANKS & 3/8" DIA. HEADS AT 10" O.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING FL20403.17 N.A.2nd N A N.A. Windows: 1st Choice +40/-50 MI WINDOWS 3540 SERIES Si a Hung (fin) SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN. ILIA" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS FOR INSTALLATIONENT THROUGHTHROUGH12x BUCK USE #8 WOOD SCREW OFBUCK. SUFFIENT LENGTH TO ACHIEVE 11/5" INCH MINIMUM EMBEDMENT IN WOOD SUBSTRATE. FL 17676.1 R9 +40/-50 MI WINDOWS 3540 SERIES Single Hung (flange) FL 17676.8 R9 +50.0/-50.0 MI WINDOWS 3540 SERIES Picture window FL18644,3 R3 Mullions: 1st Choice M-1926 MI WINDOWS Mullion M-1926 Vertical FOR 3/16" ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 11A EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM DISTANCE FL 1,8504.1 Horizontal MINIMUM EDGE FL 15804.2 Fixed Glass: 1st Choice +50.0/-50.0 US B OCK WIN 625 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN. 14" EMBED, TO ALL FACTORY DESIGNATIONS WITH ALL HOLES N07 DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. FL18644.3 R-3 2nd Choice (� Snot \ihOlCe Soffit: 1st Choice +55.0/-35.0 KAYCAN LTD 8" BEADED 1 1/2" NAILS 10" O.C. IN FL16503.4 R-3 Hurricane Panels: lz46 PSF EXT/ HURRICANE STOR1724" ized DIRECT MOUNT. TOP ILA"-20 MALE PANELMATE W/ 1st Choice q6 PSF INT. PANEL MFG. INCtorm WINGNUTS AT 12 fz O.C. BOTTOM I/a"-20 SIDEWALK Pariahs BOLT W/ POWERS CALK4N I have reviewed the above components of cladding and have approved their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: FI. # 56126 Name: TODD M. BORN Certification Number: FI. # 82126 _ Name: Luis Pablo Torres Certification Number: FI. # 87864 'I I H vi ILL t alp -2 tNr- g S$ u 8 m to r- n N c [$ B p] o Z Noo48 R ik Ok Im�e� Z W o�n0 e — F '�mm� ;8 m�ggpp oc a��s w 41 W Z 0 RCS 3 z o K H Y u7 a.i o g Z O W oleo_. a 0 0U tr01) g ?9 v s 0 9 V wwW.FDSrNG.COM ❑ ❑ ❑ to n♦ 02 � 9:1 m W Z N 2 Z m /� ♦ Z c c�Ov L � J a 3 Z o b C9 ¢ m ! l0 U o E 0 w o V)c m men g c 0 U 2 N E $ IIt� Iq�.> y'J '®L) NLLIII ... = m �o �"?0o _ ¢mow wALADAMS HOMES c 16 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 a t DIVISION LOCATION: PORT ST. LUCIE I V I Job information O z W �r-00 W N U N n N r m a 2 adz Q 1-YUm L) —�i c tO /L/LJJ /W J V) W LL VI Model Name / Number: 2010 Plan Issue Date: Monday, December 23, 2019 VI KA PROJECT NUMBER: 19-8490 Sheet: S-5 Of: :INFO MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH SELF -ADHERED FLASHING WEATHER -RESISITNE BARRIER FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE WOOD FRAME CONSTR. - EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. 41 WEATHER \ RESISITIVE \�~1 BARRIER SEAL TOPS OF JOISTS UNDER DECKING SELF -ADHERED FLASHING (SEE DETAIL WP07) HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weather resistive barrier above header to allow for fleshing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape 2 SELF -ADHERED FLASHING Scale: KITS FLANGED WINDOW WPM INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY I SELF -ADHERED FLASHING 11�_ - DO NOT FLASH OVER BOTTOM NAILING FLANGE WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING -3/4"-1"BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR RIM JOIST SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-l" BEAD OF CONSTR. ADHESIVE TO APPLIED UNDER THRESHOLD OFF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHERPROOF CAULKING SECTION -A -� (SEE DETAIL WP02) _ SELF -ADHERED FLASHING SELF -ADHERED FLASHING IJ NAILING FLANGE t 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING A HALF ROUND WINDOW WPO4 SELF -ADHERED FLASHING DECK PROTECTOR rt SELF -ADHERED FLASHING fDECK PROTECTOR DOUBLE JOIST SELF -ADHERED FLASHING \HO.8362x;DECK JOIST O WP07 ERIOR IT. FIN. .DING PAPER PE n:12.0in cm: 30.5 cm) 11\flc .DING PAPER F-ADHERED FLASHING IDOW UNIT SELF -ADHERED FLASHING CEMT. FINISH WINDOW HEAD 3 WP10 SELF-ADHERI O SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER SELF -ADHERED FLASHING CEMT. FINISH WINDOWSILL 8 z IWPO2 INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) ssa:tS-y:Wit] 2 WP05 SELF -A.. ...... .. FLASHING PATCH )HERED FLASHING 5 I2 ING TO THE MASONRY OPENING (HEAD, JAMB, SILL) IN WP08 AACCORDANICEWITH ID HTHE MANUFACTUREWSRECOMMENDATIONS, BEFORE WPOg INSTALLATION OF THE BUCK)RECEPTOR. WINDOW UNIT FLASHING REQUIREMENTS R703.1 General. Exterior walk shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall Include flashing as described In Section R703A. A water-reslstive barrier Is described as a SLOPE material behind an exterior wall covering that is Intended to resist liquid water that has penetrated behind the exterior 0.3 in: 12.0 in SELF -ADHERED FLASHING covering from Nrfher Intruding into the exterior wall assembly. An exterior wall covering la described as a material or assembly of materials applied on the exterior side of exterior walls for the purpose of providing a weather -resistive (0.6 cm: 30.5 cm) barrier, insulation, or for aesthetics, Including but not limited to, veneers, siding, exterior Insulation and finish systems, SELF ADHERED FLASHING PRODUCTS DETAILS architectural trim and embellishments such as cornices, sofllts, and fasclas. R703.2 Water -resistive bander. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 EXTERIOR CEMT. FIN. TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND for Type 1 felt or other approved water -resistive barrier shell be applied over studs or sheathing of all exterior walk. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 Inches ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 (52. Rare). Where joints Occur, felt shall be hopped not less than 6 inches (162 rum). The felt or other approved material shall be continuous to the top of walk and terminated at penetrations and building appendages In a manner to meet the requirements of the exterior wall envelope as described In Section R703.1. WIRE LATH R703.7.3 Water4esistive barriers shall be installed as required In Section R703.2 and, where applied over wood -based Detail Instructions sheatidng, shall Include a waterHeelstive vapor-pemeeable 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 wateraesktive BUILDING numbered items in the list of instructions below: barter Is directed between the layers. PAPER 1. Install self -adhered flashing in order as shown by numbers Exception: Where the water -resistive barrier that Is applied over wood -based sheathing has a water resistance equal to O 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper or greater than that of SO -minute Grade D paper and is separated from the stucco by an Intervening, substantially nonwaterabsorbing 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 y ) Flashing, Approved flashing shall applied fashion a manner to prevent entry of SELF -ADHERED FLASHING water I penetration of water Into the wall cavity er penetration of water to the building structural framing components. Self -adhered membranes in pal framing p a CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER �/ P 0 3 scoring cuts used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the 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 =81, AAMA S=, or other approved standard as appropriate for the type of seaknt RUBBERIZED RUBBERIZED ASPHALT Minimum) Fluid -applied membranes used as flashing In exterior walls shall comply with AAMA 714. The flashing shall extend to the ADHESIVE surface of the exterior wail finish. Approved corrosion resistant fleshings shall be Installed at the following locations: ASPHALT 6. Fold as shown by arrows ADHESIVE SELF -ADHERED FLASHING 7. Angle of corner May van g y y, adjust folding of the Flashing accordingly to fit 1. Exterior window and door openings. Flashing at exterior window and door openings g03.2fshall extend t0 the surface Of the tight to comer exterior wall finish or to the water -resistive barrio complying with Section 703.2 for subsequent drainage. I Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings SCORED 8. Mechanically fasten as necessary shall be Installed In accordance with one or more of the following: RELEASE PAPER 1.1 The fenestration manufacturer's Installation and flashing Instructions, or for applications not addressed In the ISEFOREFOLDING, SCORE fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where RELEASE PAPER SHOWN)SE ADHESNE AS TO EXPOS flashing Instructions or details are not provided, pan fleshingshall be Installed at the sill of exterior window and door openings. Pan flashing $hail be sealed or sloped In such a manner as to direct water to the surface of the exterior wall finish Or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall MECHANICALLY FASTEN AS Incorporate flashing or protection at the head and sides. NECESSARY IN CORNERS THROUGH SELF -ADHERED FLASHING L2. In accordance with the flashingdesign or method of a re registered design professional. 3-3. In accordance with other approved methods. / 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or Vl \ FMA/AAMA/WDMA 400. V 2 5 2. At the Intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 4 3. Under and at the ends of masonry, wood or metal copings and sills. 6 4. Cartlnuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof Intersections. SELF -ADHERED FLASHING IWP INSIDE CORNER 06 7. At built-in gutters. 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. 3 WP11 SELF -ADHERED FLASHING CEMT. FINISH PARAPET WALL SLOPE 0.3 in: 12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. WIRE LATH BUILDING PAPER O WP12 Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block tat floor Note: The building paper and metal lath must be installed over the top of the weep screed. 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Metal Flashing 3 1/2" Unperforated Flange 7/8" Weep Screed Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Slab OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster In accordance with ASTMC926 Felt backed metal lathe in accordance With ASTMC1063 Building Paper 7116" O.S.B. sheathing 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" Cementhious Decorative Finish All inside and outside comer will need to be miter cut and caulked all butt joints need to becaulked using Vulcum caulk for all 1/2" Cement Plaster Finish 2 1/2" Perforated Flange 1/2" Weep Screed Install bottom edge of weep screed 1" below finish floor 8 _ 3 N g In W a@ yg„ 0, Xmmm E$s Z W 3 g IJi ti Fi too g. m.- �tfmP_}O I. 5a.i gc W LU a a'p cy dw Q U, V LL a l a w Z 0.WgZ 3 C N OF Y m 0 �it Z UM s @$g� Qc`a? JQo era gs v WWYOSFAaOOM ❑ O ❑ 12 N Z N m o $ c_ z N a a o (D c Z n 0 � w H to 0 o E U w o 0 t s V �kn cn m W O N O � 0 r y -i V) � 6 U I oQ ° = m c a m o m DAMS HOMES 9 Y, ° FLORIDA CONTRACTORS LICENSE NO. CRC1330146 d 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 € DIVISION LOCATION: PORT ST. LUCIE Job Information: LN W a d M 9 c ✓ LU � N W g z >>� w �r� \J m m o I N I- 0) -S CL 2 z Qm'1a OJLdZ:) ko 0 ° LO J M 0 f� Vl m Model Name / Number: 2010 c Yo V Plan Issue Date: Monday, December 23, 2019 KA PROJECT NUMBER: Y 19-8490 rn ti 0 Sheet: � � Of: WATER PROOF 5" bath duct to roof cap w/fan—light 70 cfm 5 SH, 0 3'-4„ 8x 20 d LI N 8' CLG. 5" bath duct OWNER to roof cap AT. 4�• w/70 cfm fan M 10x6 1 c 40 8x4 1 we 6' 15 AccFSS 22"x36" „ ATTIC 5 s' cLe_ - $z wcd i 8„ 18x18 rag I 0 QWNERS 3FDROOM16 8'-C' CLG. HOS GIBE I 14x8 1wdd 185 ■ PATIO 14'a" x 10'-' DBL 25 SH LIVING, ROOM VAULT CLG. DBL 25 SH 2868 25 SF BEDROOM ##2 8' CEILING 125 12x6 1wcd 215 14x8 1 wcd INTERIOR RIDGE LINF \ 5 7" 6BL-20 KIT HEN REF. VAULT CLG. 9" 8" PAN-.7, HOOD 12x 2 a 12" O 4„ " 16' 4x18 fbrag 12x12 2wcd 270 1 5" bath duct 1wcd to roof cap -�15 w/70 cfm fan 6 6 K%N DBL-2C0S BRK. � IN Ctr- J0x10I rag STUDY FO1'FR D NING R010F✓1 8' CE LING DLING I• 6°• 10x6 1 wcd 10x5 1wcd 10x6 wcd ` 80 60 85 10 6 1 wcd 50 B'-o" CLG. VERIFY LOCATI OIv NJ F- W/ BUILDER j HI-P—I I i D S 3068 2868 LIM 5 SH 35 SH -- 35 SH (W.H. EN TRY PULL DN. STAIRS 22 1j^'x 54"MIN HANDRALI—�y < M3 HANDRAIL NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS Transfer ducts/grills sized in compliance with Florida Residential Building Code—M1602.4 balanced return air. EXCEPTIONS 1-3 3.0 TON W/5KW @240V 1 PH 18x13 plen platform by 8 bldr scale '1/4"=1'0" FLCCR PLAN 77A�: SCALE:, 1/4" = 'I'-O" 4 dryer duct to roof cap w dr er vent box GARAGE 8' CEILING G.T. ELEVATION "A Rating v s 0 C � N CIO U O o e A C/) m O W LU 0 LIB Q Cn W � I I'f_' LU W O �z Q n C J Z p o_j O m Q N N — m LU •• >_ Z Z p LU J Q I• m [-- Q D —I O D Q Q_e mCLJCn00 Must have a minimum clearance of 4 inches around the air handler per the State Energy code. All duct has an r=6 insulation value. 12