Loading...
HomeMy WebLinkAboutBuilding PlansTERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA INDEX OF DRAWINGS R318A CAST IN PLACE CONCRETE CODE CRITERIA TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, SHT N0: TITLE S 0 500 S SLABS 3000 PSI COLUMNS AND BEAMS) A SLUMP OF 5" " BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPDCAnON OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." NOTES: 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVEH STRENGTAT 28 DAY F 2 P I ( ) ( I PLUS OR MINUS 1", AND HAVE 2 TO 5%AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 11/2" TO FORM U.N.O. 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LEIS OF FIBER PER CUBIC YARD. 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM A615/ A615M GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FI LLEDCELLS SHALL BE SECURED IN PLACE BY FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL FLORIDA FIRE PREVENTION CODE 6TH EDITION (2017) FLORIDA BUILDING CODE ACCESSIBILITY 6TH EDITION (2017) NFPA43 BULL ING C NATIONAL ELECTRICAL CODES (NEC 2014) C 6TH FBCR Ch. 34) BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318.14) SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301.10) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2015 EDITION WOOD FRAMED CONSTRUCTION MANUAL 2015 EDITION • _ 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON LINTEL PLAN PAGE. 7, HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 6th. EDITION (2017) IS TO BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. APA PLYWOOD DESIGN SPECIFICATION 2012 EDITION AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE/SEI 7-10 ALUMINUM DESIGN MANUAL- 2015 EDITION 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE EXTERIOR COVERING MASONRY WALL CONST. WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (B) LOCAL STATE AND FEDERAL BODIES R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C 926 AND ASTM C 1063 AND THE PROVISIONS OF THIS CODE. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90-014, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 1900 PSI ( f'm = 1500 PSI) 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 LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED TO WOOD SHEATHING WITH 11/2" LONG, 11 CAGE NAIL HAVING A OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. 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 CIA OR SOFT, WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. ROOFTRUSSES* ROOF RAFTERS ROOF RAFTERS (W/O CLG) LL/360 LL/180 Li Ti TL/120 TL/240 COMMMENTS: 7/16" HEAD, OR 7/8" LONO, 18 GAGE STAPLES. SPACED NOT MORE THAN B INCHES ON CENTER VERTICALLY 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF FLOOR TRUSSES/ BEAMS * * FLOOR I -JOIST** * LL/360 LL/480 TL/240 TL/240 AND HORIZONTALLY (FIEF. 2017 FRC R703.7.11. *TL MAX 2" UP TO 4OFT SPAN **TL MAX 3/4" *** TL MAX 1/2" ' R703.7.2 PLASTER. PLASTERING W/ PORTLAND CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHEN APPLIED OVER METAL LATH OR WIRE LATH AND SHALL BE NOT LESS THAN TWO COATS WHEN APPLIED OVER MASONRY, CONCRETE. GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. B. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. 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 - R703.7.3WATER-RESISTIVE BARRIERS. WATER -RESISTIVE BARRIERS SHALL BE INSTALLED WHERE CEMENT PLASTER (STUCCO) IS TO BE APPLIED OVER WOOD CONSTRUCTION SHINGLE METAL TILE HEAVY ' WOOD BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. THE BARRIERS SHALL CONSIST OF ONE OF THE FOLLOWING. 1. TWO LAYERS OF AN APPROVED WATER RESISTANT BARRIER MATERIAL IN ACCORDANCE WITH R703.2. 2. ONE LAYER OF AN APPROVED WATER -RESISTIVE BARRIER (PAPERBACKED STUCCO LATH) OVER AN APPROVED SYNTHETIC HOUSE WRAP. ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLE END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL SHALL BE USED, AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA- SHALL HAVE STUD PROTECTION SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. TOP CHORD LL TOP CHORD OL 20 7 20 7 20 15 20 25 BOTTOM CHORD LL* BOTTOM CHORD DL 0 SO 0 10 0 10 0 10 TOTAL (PSF) 37 1 37 45 55 - R703.4 FLASHING. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. FLASHING SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A OR CA-5 REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS, DOT SODIUM BORATE (SBX) DOES NOT. 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. gpTTOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE ATTICS W/ HEAVY STORAGE 20 50 • EXTERIOR WINDOW/DOOR OPENINGS. INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTIONS WITH FRAME WALLS. - UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. • AT WALL AND ROOF INTERSECTIONS • AT BUILT-IN GUTTERS, 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP 1.7E Fb=2400 PSI MIN. 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMA71ON OTHERWISE: ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR OR OSB FLOOR SHEATHING: T&G A-C 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 * ATTICS W/ NO STORAGE (NON -CONCURRENT) 10 NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN APPROVAL FROM FOR OR INDICATED ON PLAN GENERAL FLOOR LOADING TOP CHORD LL 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 WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY 11 BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 3OFT ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA (0 (D (+) 27.6 (+) 27.6 10 (-) 29.9 (-) 37.0 (+) 26.5 (+) 26.5 20 (-) 28.8 (-) 34.4 s O 50 (+) 24.8 (+) 24.8 4. (-) 27.1 (-) 31.1 0 0 (+) 23.4 (+) 23.4 100 (-) 25.7 (-) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 91-0" x 7•A" 16'-W x 7'-0" (-) 51.3 (+) 24.3 (+) 23.3 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 WEND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL PLAN 5 ELEVATIONS o 6 TRUSS LAYOUT a S-1 LINTEL PLAN W S-2 DETAILS S-3 DETAILS S-4 DETAILS S-5 PRODUCT INFO SHEET € WP WATERPROOFING DETAILS M-1 HVAC 3 N a 5 tS11Slt3llf 3 `gVA�,Vko0 /v e �' �C.iG \ yfC � E �5 0 Q , J 9[ w W •• FL® c m .... sue. � 6z ROFESSt \`�� n.\\``\\ //"r/+ftlHlHftt` �" � N N = F v n c E 0 $ e [fl m g s FL SIM m re m �e M p Ra TOP CHORD DL 10 (PSF) PRE ENGINEERED WOOD TRUSSES BOTTOM o(PSF, SEE FLOOR PLAN FOR ACTUAL PRESSURES gI Mm W m LLu5 O a w 1. ALL PREFABRICATED WOOD TRUSSES SHALLBOTTOM CHORD DL 5 (PSF) BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER STRUCTURALPLAN Y 8 .� Q `o 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS SPECIAL FLOOR LOADING"s, a ' s 0: o -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. "' a W f m 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: WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. BALCONIES/ DECKS 40 (PSF) o e 0 d R N 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) 1 W v 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY LIGHT STORAGE 125 (PSF) 0 o t Cl D THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. w�v.wsrxc.caa 0 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. LIBRARIES 2 ,2 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. READING ROOMS 50 (PSF) ///��� STACK ROOMS 10 (PSF) �' g SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, y o AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED GUARD RAIL @HAND RAILS (d) 200 (PSF) z N 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) D Q 8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) ; lJ SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 (PSF) $ a , STAIRS 40 (PSF) UPLIFT CONNECTORS FOOTNOTES o co � m d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG /� `v _ 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED THE TOP. c W N 12 ` TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD a--• NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR f. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A @ U 0 `2 HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. E MORE INFO. I r O w FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: Ln c r, fa A 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 tlUeblock of these o u+ s o g ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. documents that these documents be accurate, providing Licensed PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals clear information. Every attempt has been made to 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG 45 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error. The Builder and all subcontractors are required to = C)' �0 THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE ) MIXED PER THE MFGR'S 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE review all the information contained in these documents, prier to m a <v d a 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 .3 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 undetected and not errors, the Designer /Engineer prior to N ° ® DAMS HOST DURING BOND BEAM POUR. CONTROL OF CONSTRUCTION SITE:ES 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. construction. All construction MUST be in accordance to the = TO FOOTING). KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE information found in these documents. Any questions regarding the 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4) •k"x 2'/." TTfENS TO CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED T0, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE information found in these plans should be directed to our Quality 'v FLORIDA CONTRACTORS LICENSE N0. CRC1330146 RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE m MASONRY AND (ACTOR NAILS TO TRUSS FOR UPLIFTS LESS THAN /4" LBS (USE (2) SCREW FOR UPLIFTS LESS THAN TENS#). IF CORNER STRAP IS Assurance Manager immediately. No backcharges will be considered h MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 11/2" SIDS SCREWS AND (5) 1/4" x 2 1/4" TITENS ONE EACH SIDE OF TRUSS. 70 PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT', FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, ORANY OTHER for reimbursement by the Designer/Engineer without advanced ; 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 f o r cation and approval b the Designer/Engineer. near. a GULFBREEZE, FLORIDA 32563 NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM FOR. 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 nMEFOR ANY REASON. Payments will be made In accordance to the terms of the agreement. IC MISSED, CONTACT THE FOR FOR SUBSTITUTION. IC DIVISION LOCATION: CODE REFERENCES ARE SUMMARIES OFF CODE SECTIONS. PORT ST. LUCIE 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. 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 Job Information: FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. a MASTER REVISIONS DATE DESCRIPTION ® O m DAMS HOMES 0z = y a m rn LIJ iiiiiiiiiiiiiiiiiiiiiIii0f Northwest Floridan g > M N un J Lu Z N m U) W � VTModel Name /Number: 3000 G3ULBREEZE PARIKWAY GULFBREE ZE, FORMA 322563 1835 N W Plan Issue Data: Tuesday, November 3, 2020 �9c)I-� ((�y/162p vVj KA -PROJECT NUMBER: MODEL 1835 REV►EW�D FOR Y 20-7924 CODE COMPLIANT E o Sheet: Of: ST- LUCIE COUNTY t SOCC s COVER SHEET BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT TOP BOTTOM MARK SPACING SPECIES CAP.(00 BW1 is. (2)16d TOENAILS (2)led TOENAILS SPF :NO APUFT BW2 S8" SP2 W/ (6JIOd SPi W/ (%lOd SPF 402 STUD, (6) Sod PLATE STUD, (4)10d PLATE BW3 is. (2) SP2 W/ (6)100 (2) SP1 W/ (6)10d SPF 803 D Riiad PLATE STUD, 4 40d PLATE BW4 16" (2) 16d TOENAILS. (2)ISO TOENAILS SYP NO UPLIFT BW5 SP2 W/ (6F10d SP4 W/ (6)-10d is" STUD. 8 104 RATE STUD Ml Sod PLATE SYP 439 O (2) SP2 W/ (6) too SPi W/ *10dBW6 SYP 078 18" STUD 10d PLATE STUD, 4 10tl PLATE BW7 12" (2) led TOENAILS (2)16d TOENAILS SPF NO UPLIFT SP2 W/ (6}10d SP1 W/ (6),10tl BW8 12" STUD, (6) 10d PLATE STUD, 4 10d PLATE SPF 535 (2) SP2 W/ (8) lOd SPi W/ (6H10d BW9 12" STUD, (8)10d PLATE STUD, (4)10d PLATE SPF 1070 13W10 12" (2)led TOENAILS (2)16d TOENAILS SYP 0 SP2 W/ (8}10d SPI W/ (O}Iod E W11 12' STUD, (8) lOd PLATE STUD, 4 106 PLATE I SYP 585 (STUD, toP BW12 12^ (s SOd PLATE STUD, (4) LATE GYP 1170 9BW13 NOT USED DOUBLE 2x TOP PLATE TOP OF WALL ,-L SEE PLAN 4� MASONRY WALL OR ICF WALL. SEE PLAN 2x STUDS PER DOUBLE 2x HEADER PLAN/ SCHEDULE SEE FLOOR RAN FOR ABOVE MIN SIZE. SEE WF09/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH --SEE MS03/S1 FOR NO UPLIFT CONNECTORS BRG WALL TO INDICATED IN WFO9 CAN MASONRY WALL BE IGNORED. CONNECTION INFO 2x MIDBPAN BLOCKING CONNECTORS W/ (2) 12d TOENAILS @ TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN 8'-0" SCHEDULE ABOVE F.F. SEE FOUNDATION '-..--c- 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 0 32" O.C. 7/18" OSB PLIANT SAMEEMBEDMENT w/Btl NAIL IN ASAT 4" E. BRG. WALL DETAIL S EDGE. SEE GENERAL NOTE 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 BPS CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SP3 AND SP2 INDICATED IN SCHEDULE ABOVE 5. IF "BW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE WFOS/SSA OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2n4 FLOOR TO FIRST FLOOR CONNECTIONS (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) 6. IF."3W" IS INDICATED THE WALLIS CONSIDERED A SHEARWALL AND REQUIRES MIN. 7/18" OSS 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 PLAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE S. IF THE BEARING WALL IS INDICATED WITH THE DWI. BW4, BAT, SWIG THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPUFT, THE STUDS ARE TOE NAILED TO THE PLATE AND THE 2x PLATE CAN BE ATTACHED WITH HARD CASED NAILS (GUN NAILS) AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 9. SP1/SP2-DRIVE ONE RAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD. Lod. 0.148" CIA. x 3" LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPLIFT(Lb) CI (3) 2 X 4 #2 SPF (4) -16d TOENAILS 0 C2 2 x'4 #2 SPF DTT2Z W/ 1/2' WEDGE ANCHOR* & (8)1/4" X 11/2- 2145 (3) SDS SCREWS (3) 2 x 4 SYP #1-OR- (4) -18d TOENAILS 0 D7T2Z W/ 1/2' WEDGE 2145 (4) 2 x 4 SPF #2 ANCHOR" & (8)1/41 X 11/2" SDS SCREWS C5 4 x 4 P.T.#2 ASU44 W/5/8"ATR** U=22W SYP POST & (12) - 16d NAILS RT. #2 ASU66 W/5/8"AIR** G-12000 RJ6x6 SYP POST &(12)-16d NAILS U-2300 8 x 8 P.T. #2 ABUSE W/ (2)- 5/8" ATR** G = 24335 C7 SYP POST &(18)-16d NAILS U=2320 CB 3.5 x 3.5 P.L. 1.8E Fb=2400 PSI HDU5SDS2.5 W/ (14) 1/4' x 21/2" BOB WE & 5/8' EPDXY 5645 (WOLMANIZED IF EXT.) ANCHOR, OR ATR** 3.5 x 5.25 P.L. HDU551)82.5 W/ (i4)1/4- x C8 1.8E Fb=2400 PSI 21/2" BOB WS & 5/84 EXOPY 5645 WOLMANIZED IF FX7.1 ANCHOR, OR ATR** C10 3.5 x 7 P.L. 1.8E Fb-2400 PSI HOU&SDS2.5 W/ (20) 1/4" x 21/2' SDS WS & 7/8' EPDXY 6970 (WOLMANIZED IF EXT-) ANCHOR OR ATR*** C11 5.25 x 5.25 P.L. 1.SE R)-2400 PSI HDU&SD32.5 W/ 120)1/4' x 21/2^ SDS WS & 7/8-EPDXY 7870 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** 7 X 7 P.L. HOUS-SDS2.5 W/ (20) 1/4" X 12 1.8E Fb-2400 PSI 21/2" SOS WS & 7/8" EPDXY 7870 WOU LANIZED IF EXT. ANCHOR OR AIR*** GENERAL COLUMN NOTES 1. SEE BOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 LINO ON PLAN. S. NAIL BUILT UP STUDS PER DETAIL WF37/S3. 4. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2" AIR 6" EMBEDMENT FOR 5/8" ATR e" EMBEDMENT FOR 7/8" ATR 5. IF [01 COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 6. SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALLAM COLUMNS (1,8E) MAY BE SUBSTRUTID FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL DW / LENGTH PNEUMATIC GUN COMMON W. GUN APPLICATION NAIL DIA{ENGTH NAIL SPACING Sd 0.131" X 2 W OA31• X 2'A" SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS SOd OR 12d 0.148" X 3". 0.131" X 31 SEE PLAN BLOCKING &TOE 0.14W X 3'/"" OA31" X 3 +A" : NAILS & TOP PLATE 12d OA4W X 3'A" OA31' X 3 "A" a- O.C.(COMMON) STUD WALL 6" O.C. GUN NAIL CORNERS 10d 0.148" X 3" 0.131" X 3" a- O.C.(COMMON) STUD PACK 6" O.C. GUN NAIL COLUMNS led 0.162' X 3'h" 0,131' X 3'A' (2)18D(COMMON) SEE PLAN (3)16D (GUN NAILS) BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS (2) - 2 x 8 #2. SYP W/ 7116" CONNECTION: PROVIDER) M �;/� OSB FUTCH PLATE, NAIL SIMPSON LSTAIS OR (2) BEAM TOGETHER USING (2) SIMPSON H7S20 TO WOOD POST ROWS OF 12d NAILS B 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2)- 2 x 1C #2 SYP W/ 7/1& CONNECTION; PROVIDE (2) OBB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) M BEAM TOGETHER USING (2) SIMPSON NTS20 TO WOOD POST ROWS OF 12d NAILS 0 12' OR (2) SIMPSON HETASB TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 2 x 12 #2 SYP W/ 7/16" 1 CONNECTION: PROVIDE (2) M OSB FLITCH PLATE, NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON NTS20 TO WOOD POST ROWS OF 12d NAILS 012" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2)- 13/4' x 11114" LVL CONNECTION: PROVIDE (2) 2.0E Rx=2600 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) M4 TOGETHER USING (2) ROWS HTS20 TO WOOD POST 1/4' x SD. WOOD OR (2) SIMPSON HETA16 CMU OR (2) S 01 SCREWS 16' O.C. TYP N. COL. U.N.O. ON ROOF RAN. .N.O. EACH SIDE. (4) E 3/4" xAi I. N LVL 2.0E PSI. NAIL BEAM CONNECTION: PROVIDE (2) M USING TOGETHER USING (S) ROWS TOGETHER SIMPSON LSTA24 OR (2) 1/4" x 3 SDS WOO. SIMPSON HTS20 TO WOOD POST SCREWS 4P 16" O.C. TYP. 0 1 OR (2) SIMPSON HETA18 TO CMU EACH SIDE COL. U.N.O. ON N. ROOF PLAN. (2)- 1 3/4' x 16" LVL 2.0E Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) (M 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 PLAN 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 Ht (2) • 2XG #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H2 (2) - 2X8 #2 gyp SEE GENERAL HEADER NOTE #5 W/ 11T FLITCH PLATE THIS SHEET H3 (2) - 2X10 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 10 FLITCH PLATE THIS SHEET O(2) -2)(12 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H$ (3) -1 a(4" X 11 1/4 . ATTACH TOGETHER WI (2) ROWS 114' X.311Z LVL 2.0E Fb­2600 PSI SDS AID SCREWS @ 1T O.C. TYP. EACH SIDE (2)-13/4"X91A ATTACH TOGETHER W/(3)ROWS 1/4"x3 11Z H5 LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 16" O.C. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS& STUDS REO. AT OPENINGS 2x4 WALL 2x6 OR 2x8 WALL OPENING JACKS KINGS JACKS KINGS SIZE EA. END EA. END EA. END EA. END 1•-0"-3-11". (1) (2) (1). (2) 4•-0" - g -0" (2) (3) (2) (2) 10'-0" -16'.0" (3) (4) (3) (4) GENERAL HEADER NOTES I. 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 UNO 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/S3 5. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON HAILS 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. 160 MPH OPENING PRESSURES ENCLOSED - EXPOSURE B A +27.6 / -29.9 B +27.5 / -37.0 +26.5 / -28,8 O +26,5 / -34.4 44'S" O +24.8 / -27.1 O +24.8 / -31.1 13'-8" 1T 8" 13 4" O +24.3 / •27.5 O +23.3 / -26.0 NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE 5 DBL 25 SH O BM8 25 SH. © "ALLOWABLE" PRESSURES WALL LEGENDlit x I ---------------------------------------------------- HOSE EGRESS .. BIBS ^I^' UNL FRAMED WALL . 8'-0" CLG. [-T-T-r-I-9=i"�a.._'"`.I...�a.�----r-T--r�r-,�•-r rS BEARING FRAME: WALL 5'$" 9'-4- 2'-8" BEDROOM 2 ,'" r - _ VOL. CLG. C4 ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING .2 4 MASTER BEDROOM VOL. cLG. I� A C O WS01 ATTACHED PER NAILING SCHEDULE ACT AS. SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR N S-2 .•I \ DBL 25 SH JACK G.T. ' STUD SPACING AND GRADE. - - - - - - 2868 a "____ ____ - MASONRY WALL f3"y H - -------�._-- - 2PLYT- ----- - ----- --- � ------'-------- - W a 13'-2" ; N 18' 8"1 12'-10" 3' 8" 3'-4" 5'•10" I , 2668 1 1 TTc ACCESS LOCATEDIN �'--'--�-` ��5.-4" 3.-0, 1 4.4v ; FIELD 1 , y' VOL.0 00 N Q i CIE10' CLG. , 1 ninneffinni , I 0 2668 �HVAC -------- GREAT ROOM N 10'-0" CLG R/ SH n468 N O- WCD 2 09 01 N 1.41 a VOL. CLG. M O I 1 9,-2„ mII p III WII .", N �pATLlU q i DINING ROOM Lo 10,_0„ CLG 4, 2,1-2" `o T 10" 5,-8., 2,-8„ 8,-4„ 2'-0" ; VOL. CLG. m. oni c 1 y M. BATH ; 1O izu a VOL. CLG. 1 , o� 1 2668 1 a3 R/ SH -- ---? - WALL TO 5 SH CEILING q N �' 2668 4'-2" 5'$" 3,$" n) 3'-8" ;2, 8" 6.-011 q 3 X 4 P.G. U) ; 1 , a SHWR 1 O 1 Lu I. G.T. - ----- -- - - --- - - -- - - - - - Li FOYER J 3 10'-0" CLG '9Do 1 1 o cc N - m VOL. GLG O BEDROOM _3 q 11'-2" '! -011 BR VOL. C LG. ti Q 12'-10" 3068 DBL ' SINK D/W MS13 OPT. STUDY / I EGRESS c - - - o ; TRANS. ABV. eRa" I Nz BED, Z I cp SEE ELEV. L _ 8'-0" CLG. in ENTRY 2868 23 SH # ' , BW2 NOTE:BUILDER TO PROVIDE m Iw -- - --- -- APPLIANCE PROTECTION IF ISEESHE CW-I . A MS03 REQUIRED BY MUNICIPALITY. mo BM BM3 S1 4FORDETAI S i 1s^xiz'cMucoL. ' ELEV. ELEV. w/ (2) #5 BARS (TOP oFI04L4-D^) a. •4"$" "B" EGRESS 2,-0„ _ I� I I I I I I I IyNIil�l I I I I I (I �I --------------- ATTIC ACCESS 25 SH /O� CD04 WF01 LOCATE IN FIELD i „ S3. THROUGH S3 .__22_X36"MIN--- ENTRY MS07 S1 6'-10 6'-101, 6'-0" 5'-O" 2 CAR GARAGE 4 8'-0" CLG. cp ZN N N N S12 S2 O (un.CSr9( 16X7 OVERHEAD jAT'-.CL' 13'-81, 11'-0" 2'-0" 161-0" 2'-0" 24'•8" 20'-0" FLOOR PLANT SCALE: 1/4" =i'-W ALL ELEVATIONS N O N Q m c E GENERAL NOTES 1. R302.5.1 Door from garage Into house must be a o minimum 1.3/8" solid wood door, solid or ; honeycomb steel door, or 20 Minute fire rated door. o 2. Bathroom exhaust fens 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 .13 the venting. 3. R302.6 The garage shall be separated from the8 residence and R's attic by not less than 1/2- nch (12.7mm) gypsum board applied to the garage side. Garage beneath rooms shall be separated from all a habitable rooms above by not less than 5/8 inch @ (15.9mm) type X gypsum board or equivalent. Where ip E the separation Is a Uoorcelling assembly, the h 1 structure suppothng the sepambon s all a so T,& » v protected by not less than 1/2 inch (12.7mm) $ gypsum board or equivalent. g.wg Fg 0 ED LO OD R312.2.1 Window sills In dwelling units, where the S � e g I'd 722Inopenlng chesfan (182operable m) above tthIs he fished grade ored more (a �'0 0 �ry�' W Surface below, the lowest part of the clear opening 89 2 B' "� €S a Ld Of the window shall be a minimum of 24 Inches g # " &� a�'� t d w (610 mm) above the finished floor of the room in " g 0 =� 8 , = which the window is located. Glaring between the a, `�� 121 aS o li floor and 24 inches which a 44n shall be fixed or have Y m fl # 0 n nil & ~ openings through which a 4Jnchdlameter (102 mm) '6 w g a _ � sphere cannot pass. g a'� m LZ "ry ri m 1; I oN -.is 0- R308.4.2 All windows within 2'-0" of doors and In a 2 < U) Shower or tub areas will be. safety tempered glass. m 1+ 9LL W O -' Ceiling for exterior entries and covered porches to m �.e �� WMV.R1413VG.CDM 0 00 have 7/16". span rated OSB nailed per zone on N uI roof diagram nailing schedule or 5/8' COX Z ••• 1XT&G acceptable for substitution. EC: R402.2.4 Access doors from conditioned spaces to - Q ,$ " unconditioned spaces (e.g., attics and crawl spaces) in shall be weatherstripped and Insulated to a level �- equivalent to the insulation on the surrounding surfaces. N Z tD. Laundry NOte: (URIeS$ noted OUIeTWiSe) Provide dryer (3)y Ed vent thru roof max. Igt. 35'-0", washer & dryer units .� 4_j w -d (washer unit to be always on left side when facing 16 m units) hanson box @ 36" aff t •Q Ceilings for exterior entries and covered porches to be a N c d 7/16" OSB on underside of roof trusses shall be F J attached to all framing members with 2x blocking provided at perimeter. The OSB shall be attached w/ 8d c nails at 6" O.C. field and 4" O.C. at edges or 7d screw shank 3" O.C. field and 4" edges. Vinyl ceiling to be attaches to OSB per manufacturer speclflcatlons m Q Ni G a ® DAM 5 N IC 8S o _ FLORIDA CONTRACTORS UCENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY a GULFBREEZE, FLORIDA 32563 a DIVISION LOCATION: N PORT ST. LUCIE VI Job Information: m a o N of 0 r N M N W n U% O) ° Q Qp J 'a s W � L° ® _3 mI Ui V) N ♦ Model Name/ Number: d 18:35 AREA CALCULATIONS .a♦ Plan Issue Date: a Tuesday, November 3,.2020 1st FLOOR 1831 S.F. V1 KA PROJECT NUMBER: TOTAL LIVING (AC) 1831. S.F. 20-7824 T GARAGE 440 S.F. m Sheet: Of: COVERED ENTRY (BASE) 21 S.F. R COVERED PATIO/LANAI 123 S.F. Pf"Em"TOTAL AREA UNDER ROOF 2415 S.F. IJUE 'FLOOR PLAN (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION REINS GRADE SEE PLAN 00 z ) N � '16 (2)#5 REBAR FM01 I SINGLE STORY FTG REINF. SEE PLAN — #5 REBAR NT. 1/2" = 1'-O" 1 FM02 FM03 I THICKENED EDGE 1 1/2" =V-O" (*) 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 it (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION OPTIONAL CURB FOR F F_fS MASONRY ®ELEV. 0'-0' ,' — W/ (1) - #5 BAR CONT. 1 I it (.- 2 STORY: 20" X 20" REINF. , ° W 3 - #5 CONT. SEE PLAN'. • 16 (2) # 5 REBAR SECTION @ GARAGE 2X BRG. WALL (SEE FLOOR PLAN -4 MORE INFORMATION)N) i DOOR. EXTEND 6 BEYOND F.O.M. EACH END, TYP. GAR. FIN. FLR. *.. I 4" ALIGN DRIVE W/ BOTTOM OF RECESS & PITCH DRIVE N ' , ; 2 STORY: 20" X 2D" 4" CONIC. DRIVE W/ 1/2" EXP W/ (3 -#5 CONT. 2 STORY:.20" X 20" JOINTS 10" O.C. TYP, X 16" (2) #5 REBAR W 3 - #5 CONT. FM09 I SECTION @ GAR. DOOR 1/2' _ 1,-0" FM10 INTERIOR BRG WALL 2x BRG. WALL 2 STORY: 20" X 20" (SEE FLOOR PLAN W/ (3 - 4 5 CONT, FOR MORE INFORMATION) EE P r - '.� A 4" 16' 4" 2.45 REBAR FM11 STEP DOWN BRG. SEE PLAN OPTIONAL CURB SLOPED GROUT a OR MASONRY AT TO DRAIN 4"x 4"x 16" a y ELEV. 0'-0" WITH CURB (1) 45 BAR CONT, (G.C. VERIFY) 00 FF REINF. g o -(2) #5 REBAR 1/2" = 1'-W = 1' 0, 1/2" =1'-0" =1'-0" SEE PLAN TYP. SEC. .. •. (SEE PLAN) 2 #5 CONT. INSTALL LINING ` '. .,� ; - 2 #5 BENT BARS W/ MATERIALS PER w w MIN. 25' LAP SPLICE " MUDDEDFLR. 16" MIN. SLOPED TO DRAIN #5 CONT. FM14 I SECTION @ RECESS SHOWER 1 1/2" =1'-0" FM18 TYP. STEP FTG. DETAIL 1/2" =1'-0" ALTERNATE: GRADE REINF THE REINF. BARS SHALL BE #5 CONT REINF. SEE PLAN CONTINUOUS AROUND CORNER SEE ND. FOR F BY COLD BENDING THE BAR WITH QUANTITYso MIN. BAR LAP OF 25" #5 X 25" X 25" CORNER BAR ONE n E • FOR EA. HORIZ. REBAR, TYP. U.N.O. ' (2) #5 REBAR 16' ,. A/C CHASE 4" PVC SLEEVE 2 STORY: 20" X SO" THRU FOOTING W/(3) - #5 CONT. FM19 I TYP. CORNER BAR DETAIL 1-1/a"=1'-0" FM23 I TYP. FND PENETRATION 1/2"=1'-0 STEMWALL SCHEDULE STEMWALL HEIGHT (h) FOOTING DIMENSION NUMBER/SIZE OF BARS CAT- MAXIMUM F.C. SPACING (D.C.) IN STEM WALL d 1 STORY d 2 STORY b 1 STORY b 2 STORY 0'-0"-2'-0" 8" 10" 16" 20" W/ (2) #5 BARS <674# 6'-8" >2'-0"-3'4" 10" 10" 20" 24" W/ (3) #5 BARS 674# 5'-4" >3'-4" - 4'-0" 12" 12" 32" 32" W/ (4) #5 BARS 845# 4'-D" >4'-0"-5'4` 18" 18" 48" 48" W/ (5) #5 BARS CONT. #5 LP1s" O.C. rRANsv. 1162# 2'-8"& SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL SEE CHART ABV. -MAX. F.C, SPACING (0-C,) AO W.W.M. 70 BE TIED TO #5 CONT. REBAR (1) #5 HORIZ. CONT. TIED TO EA, VERTICAL REINF. BAR #4 TURN BAR @ STEM WALLS GREATER THAN 4'-0" ° (1) #5 HORIZ. CONT. TIED TO Eq. VERTICAL REINF: B „ FIN GRADE 8" MIN. r TO TOP OF STRIP FTG. COMPACTED EAN FILL IN MAX 12" UFT3 STRIP FTG. W/ QTY OF 'MIN. COVER d REINF. PER SCHEDULE FMASW I STEM WALL SCHEDULE NOTES° 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND VERT. F.C, ABV. FDN. WALL WHEN STEM WALL EXCEEDS 4'-0" FIBERMESH CAN NOT BE USED AND PER PLAN SPACING #4 TURN BARS ARE REQUIRED ® EACH FILLED CELL LOCATION. EACH BAR TO TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM EE NOTE #y 3AF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO CONSTRUCTION FOR MORE INFORMATION ILI 4.G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK FILLING IS TAKING PLACE .C. 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK (9) 16" h * O.C. VERTICAL, GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" TALL (TYPICAL ALL CORNERS) 6. IF STEMWALL IS WITH IN 5'-0" OF POOL OR WATER FEATURE FOUNDATIONS 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. .SEE NOTE 5 8: R.403A.4 MINIMUN DEPTH: ALL EXTERIOR FOOTINGS (BOTTOM) SHALL BE PLACED AT LEAST 12" BELOW THE UNDISTURBED GROUND SURFACE. 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL NITS 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/ 6X610/10 W W F, OR MINIMUM .75 LBS OF FIBER PER CUBIC YARD FIBERMESH/FIBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUPS INSTRUCTIONS AND NER-284 FOR RBERMESH OR NER-414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER & TREATED FOR TERMITES. 3 A INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR. TO BEAM W/ (11 #5 REBAR GRADE 40 U.N.O. TYPICAL ASV. SLAB. HOOKED. FrG DOWELS 17" EMBEDMENT W/25" FXT. 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. 8 ALL FOOTING SHALL BE MIN 12" BELOW GRADE 9 MASON TO COORDINATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB SO PROVIDE 4' STEPDOWN TO SIDEWALK FROM ENTRY 11 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2" POP 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 -15571 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. Ibe P1,0 V-0" X CONT, 1'-0' 2 45 E.W. BOT. 2000 52.0 2'-0' % 2'-0" i'-0" 3 45 E.W. BOT. 7200 F2.5 X-6" x 26-. V-0" 3 #5 E.W. HOT. ""mo F3.0 3-0` X S'-0" 1' -0" 4 #5 E.W. BOT. 15600 F3,5 316" X 3'-61 1'-0" 4 45 E.W. BOT, 21NO F4,0 4'-0' X 4-0' 1'-0' 5 45 E.W. HOT. 28000 F4.5 4'-6"X4'6" 1'4° 5#5E.W. HOT. 34500 F5.0 6-0' X 8'-0" 1'-4° 8 #5 E.W. BOT. 42500 F6.0 6'-0" X 6'-0° V-4- 7 #5 E.W. ROT. 615pp LEGEND - INDICATES SINGLE -STORY FOOTING ® - INDICATES TWO-STORY FOOTING -INDICATES PAD FOOTING ro 0 44' 8" 13' 4" 3' 4" 7' 0" 3' 4" 4' 8" 4' 0" 4' 8" FM03 3 ■ ■ ■ ■ _____________________________ _--- _________ ________ ■ ■ ■ ■ 4" PATIO SLAB ' HOSE +- •---------------- ------- --'----^ ; W/8" x 8" THK'N I ' BIBB EDGE FM01 U ; FM01 o3 i 2, 8„ 3' 4" 2' 5." 7' 0" ' FMO1 ' I O I , 3 1 i a�. 1 ' FM01 I 3 tN ® ■ i I ■ ■ ■ ■ ■ ■ ' ' O - 0 , I N ® i FM01 � ■ 00 M I 1 T 6" i 'oC , � 1 ro HVAC III It ; FM O1 ' c I \� ' \) m ( `y 2 6" iv 1 I FM01 �1 rr _ nn, �\ I1 I1 l WIL ® -- „ ALL __ --�'�1 —_ _- in op 6" 2' all j + Ii 60 -_' -- ----• LAV iI LAV W/C \.J II i II■ `�, t In rr 10 I m 1 I ; I GARDEN i i F TUB I' J I it LAV LL JJ - i I to I I 1 ■ +11 11 Fill I I 1 t _ _ 13' 2" 12' 2" 6' 6" 5'" 34,0" 2, 6" 1 2' 0 1 In I '3X4 WC I ' F.O. Io / v �SHWR- - - " ■I r I (�'� ELECTRICAL 0. ^T;`-sys,wT.,�{,; L__ _ J_ _, -- -- -- IS CONDUIT\■ �\ ------------------ -- DBL FM11 p ■ ■ ■ ■ SINK 3 ® �r ' _ 1�. - I to '1 e STEP. 1 DOWN 4" 1 1 1 I - I 1 �\ %♦ u Oo of L- u u III`,1j`;III i y ■ , STEP DOWN 4" ■ VERIFY LOCATION ro I W.H. it W/BUILDER i4L 4'0" ' 0 ' 0' F2,5 4' 0" 1 ' 1 I ____ ________ _ ------• "v FM03 n i ; j I I I I I m 3 4' 8" '4" ■ I ( , � I ' I I ■ 5' 0" 3' 8" 5' 0" 8' 0" 5' 0" C.J. SEE NOTE 6 W r FM02 N I (FM02 N 1 I I 1 r 1 a H OI , I I I I V ' I I , I 0 I I I I I 0 " 09 3 HOSE � BIBB , I ■■■ 1111111111111 IT 111111111111111111 POLO—■ 13' 8" 11' O" 2' 0" 16' 0" 2' 0" 24' 8" 20' 0" 44' 8" FOUNDATION PLAN SCALE: 1/4" =1'-0" ALL ELEVATIONS Z Z N z g p �y ¢ d a � Z N t/) (� M Wl � W a w tJ _ OW w i c_ c� �tS iV) CJ Oi c uQ�w ¢ N to s !. r%ANAd2 LY/ FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦ Job Information: NN C N 0 r m m 9 D � z C a W m 'T > (M w M 4) C •00D m ? ® ® "J W ZD Tm o r0 .J om 0 (1)n ON hfl Model Name /Number: 1835 V1 Plan Issue Date: Tuesday, November 3, 2020 c � ♦ KA PROJECT NUMBER: v Y 20-7924 Sheet: /'� Of a VS FOUNDATION PLAN LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 1,838 x 3 = 5,514 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 I EACH 400 GEN LIGHT'G & RECEPT. +APP. CIR. = 34,064 SUBTRACT 100 % OF FIRST 10,000 -10,000 A= 24,064 HVAC CIRCUITS AIR HANDLER &COMP. A/C ( ) 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 24,064) = 9,625 + 100% OF "B" = (20,000) = 20,000 TOTAL WATTAGE = 39,625 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 165 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. TO SANITARY SEWER 3" VTR 2" VTR 1 1/2" VTR PLUMBINGRISER NOTE: ALL PLUMBING N.T.S. RISERS ARE TO BE VERIFIED W/PLUMBING CONTRACTORS EAN OUT BIBB u INSTALL FAN �OX PREWIRE ® ' , I I I I I I , , , , I � � I , 1*1 INSTALL FANS , #` BOX PREWIRE IJ n �'y INSTALL FAN / �6.� BOX PREWIRE WP GFl ATTIC ELECTRIC IF REQ'D BY COD[ FAN 1W/ LIGHT "\ I , \, GFI , � I , ' G, ' --- flIE 020 I , � Ofl . GFI:� / GFl3 I / ' Fl I FORD/W WP Gfl DIS n.- GFI ______-__ `\1 pINSTALL FAN BOX PREWIRE f I I i I ff h mo11!1 I� GFI " I �y ---mod II ' II Irrv1-, , I ' I 220 III GFI II II I I III �I � r 1O 1 , o , ---------------- , y I' I I I � I \. I I I � . I HOOD \ \ INSTALL FAN ' BOX PREWIRE , I I , , , I nn J w 220 V GFI @ W.H. 42" AFF \\ ATTIC ELECTRIC IF REQ'D BY CODE WP _ \ ATTIC ACCESS \. GFI LOCATE IN FIELD ' \\ 22" X 36" MIN ' \ GFl @ GFI J U LU 42" AFF Z ¢ \ FOR GARAGE DOOR OPENER w----------------------- w \ I I ' I ' I I I I I I ' ' ' � � I I I I � � � HOSE \ I I I I BIBB . \ I I I I /COACH COAC�HT\ - _ _ _ _ LIGHT ELECTRICAL PLAN SCALE:1/4"=1'-O" ALL ELEVATIONS 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. ALLTRIM 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 6. PROVIDE AFCIs (ARC FAULT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT IN ALL DWELLING UNIT PER 6th EDITION FBCR E3902.16 ALL 15 AND 20 AMP BRANCH CIRCUITS ARE REQUIRED TO BE ARC FAULT PROTECTED. 7. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED INALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70-14. SUCH DEVISES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 8. COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE PERMITTED IF EACH MEETS THE APPLICABLE UL STANDARD. 9. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 10. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 11. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR 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. 1.3. 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 M SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH FLOOD LIGHT $4 FOUR-WAY SWITCH $DM DIMMER SWITCH FLUORESCENT LIGHTING (� CEILING MOUNTED FIXTURE TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE o CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT In ' g DOOR BELL CHIMES (� WP WATER PROOF W/ GROUND FAULT U 220 VOLT OUTLET O— DOOR BELL ® SPECIAL SERVICES OUTLET D0 P DISPOSAL N❑ TV. CABLE OUTLET L-= DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING J ❑ JUNCTION BOX WATER PROOF RECESSED LIGHTING O THERMOSTAT ® BATH FAN O LOW VOLTAGE LIGHTING { BATH FAN W/ LIGHT C INTERCOM SYSTEM ® L.E.D. DISC LIGHT ® GARAGE DOOR PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED SAME AS UNDERGROUND WITH ELECTRICAL CONTRACTOR 200 AMP SERVICE 200 = 210 COPPER OR 4/0 ALUMN. IN 2" CONDUIT METER MAIN Ej DISCONNECT 200 AMP A/C DISCONNECT UNDERGROUND SERVICE BV—W 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 # BTO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD W/ MIN, 8' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 I PORT ST. LUCIE IVI Job Information: a B w N L.L 'i N 0 r M 1� r O Z cLo 1-4 9 LL I f0 N ~ rn ti C J C4 Lo W N oo V a QJL'uZ�I)�1 M Lo O u_ v^ m / w N ♦ Model tame /Number: N 1835 a, ♦ I Plan Issue Date: Tuesday, November 3, 2020 v @ ♦ KA PROJECT NUMBER: 2a7924 Y Sheet: Of: 0 ELECTRICAL PLAN 48" OFF RIDGE VENT \ 12 TOP OF BLI ' OF WINDOW LITE TEXTURED DECORATIVE 2 0 2 p CEMENTITOUS COATING •{`-- 25 SH � LEFT ELEVATION f'B" SCALE:1/4"=1'•0" — — — — ( I — — — — — — — — — - I I I I h J I I I I I I I I 48" OFF RIDGE VENT I � I i� TOP OF BLOCK TOP OF WINDOW o I I - - °O 2' 0„ 3068 W/RND.TOP 25 SH I ABV. I FIN. FLR L— — — — — — — — — — — — — — — — --- COLUMN DETAIL SCALE: 3/16" = 1'-0" \ \ \ \ \ \ \ \ \ \ \ \ \ 48" OFF RIDGE VENT \ \ \ \ \ I2 \\ 6 \ \ \ \ \ 12" X 22 \ DECO VENT 17!= 12) 25 SH LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 2868 DOOR STYLES MAY VARY (2) 25 SH REAR ELEVATION SCALEI/4"=1'-O" \ TOP OF BLOCK _ 6" BAND FIN. PLR 6/4- BAND LITE TEXTURED DECORATIVE CEMENTITIOUS COATING IM 12" X 22" - DECO VENT 25 SH VINYL DEC I W/RN v TOP I SHUTTERS ABV TYPICAL L------J 48" OFF RIDGE VENT SHINGLES VENTILATION CALCULATION Formula = SF / 300 / 2 * 144 = net sq Inches of venting needed equally for Intake and exhaust LITE TEXTURED DECORATIVE CEMENTITIOUS COATING RIGHT ELEVATION "B" SCALE:1/4"=1'-O" 16" X 30" DECO VENT RADIUS 6" FRIEZE BAND TYP. 23 SH 16 X 7 OVERHEAD DOOR FRONT ELEVATION "B'f SCALE: 1/4" = 1%0" I _ - TOP OF ENTRY TOP OF BLOCK �OF WIN OW 0 0 g O Zo in r. A �-,N j� qR "•......»•> E `s✓i..- 4FE �' .y � s .o_ �Pei � 8 W SYyi : 7# N h 7,0 M "€ 4 '13 R 2. " ��gsIL 3 fi n a o n m x v¢ v... •au, Z ¢ F s 5 NNJWf-0SENGCOM ❑ ❑ ❑ d 0 N LQ V Z u, M c Z N N � W a IL — N N Z Wv E o h V c Q/) m F mM OD OD05 Q N do°n DAMS HOMES o I® FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY a GULFBREEZE, FLORIDA 32563 PIE a DIVISION LOCATION: N PORT ST. LUCIE Job Information: 0 Z� r-I U) In � W N 12 N r0 Gs > N z m 00 'a IP �mcntn Model Name / Number: 1835 Plan Issue Date: Tuesday, November 3, 2020 KA PROJECT NUMBER: 20-7924 Sheet: 5 Of: ELEVATIONS - B ** 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 15/37.) IF 15/32" IS SEE DET. TBO3 USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP SECTIONS G.C. TO PR( BLOCKING' W/ APA RE( FOR SPAN F 7/16" OSB SEE"HIP/R BLOCKING" EQ. W - - Q CONTINUOUS BOTTOM -0HORD V BRACING 2 X 4 MIN, SEE DETAIL TB04- - - - "X" BRACE SEE p IVIDE DETAIL 71301 a '0 COMPLY _ ;OMENDATIONS ATING OF - - v DGE - - - DETAIL- 0 7 .- Z Q - - - m V Q - - 4 V O O � � ti 9 [r 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 BRACINOTHAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TB05 I REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN Nrs 4 FT. O L_____________________________________________________________ 1. , 4 FT. O y , , O'', 1 , 1 ------------------------------------------------- 5 FT, 4 FT. 0 5 F11. 4 Fr. O2 __/G)� �__________ '\\\ O lO j O1 �rqN: 4Ff. ______________________`• 4 FT. O 4 FT. 3 ROOF NAILING ZONE DIAGRAM O NAILATBASE 2ROWS @4"D.C.W18dCOMMON NAIL ROOF NAILING SCHEDULE. O NAIL AT TOP PLATE TWO ROWS @4"O.C.W/8dCOMMON NAIL NAILING ZONES (SHINGLE AND TILE) O NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON MAIL ZONE 1: 8d RING SHANK NAILS @ 6' 0-C. ON EDGEAND 6" O.0 IN FIELD O NAIL INT. AT 3" O.C. W/ 8d COMMON NAIL ZONE 2: 8d RING SHANK NAILS @ 6' O.C. ON EDGE AND 6" O,C IN FIELD ZONE 3 8d RING SHANK NAILS @ 4" D.C. ON EDGE AND 4" O;C IN FIELD O STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING W/8d COMMON NAIL SHANK NAILS) FO PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER NOTE:. W/ Sd COMMON NAILS @ 4" O.C. 7/16" OSB MIN, (SHINGLES) SPAN RATED 24/16 O (2) Sd NAILS @ 3" D.C. TO EACH TRUSS END OR @ VERTICAL OR ROOF SHEATHING: (APA RATED EXPOSURE 1) 15/32" OR GREATER MEMBER IF GABLE END COX PLYWOOD (TILE) NOTE: Sd NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2112° DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH ALING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO MORE THAN 1/8". rSHEDA71HING ND OR BLOCKING AT ALL EDGES. A MINIMUM 1/8" SPACE IS ALTERNATE PANEL WALL SYSTEM (PREFAB) ATTACH WALL SHEATHING W/ 18GA x 13 4" STAPLES & 2" O.C. ON EDGE & 4" O.C. IN RELO. MENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW PANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8' 15/32" OSB (2)- 2x TOP PLATE 151320 DEB BEYOND EXPOSURE i EXPOSURE 11 SHEATHING SHEATHING PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET 2X RIBBON - VERTICAL OR BLOCKING BETWEEN FLOOR SYSTEM S 112" - I - -IIIIII - IIII1I-III1I ) SOLID2x II 1 W BLOCKING @ ALL WX4$yn J6 SHEATHING EDGES (SEE SECTION X-X) z I III III OPENING II II I I IF - - - III I II If II III III III III III 111 - - III II II III II If 11 I 11 II 11 11 11 11 I 11 11 1 111 11 11 11 Zx STUDS ww = BEYOND. rn SEE PLAN o �3 "-' - -1r I if 11 fill I 11 11 till fl I1 Jill 1 I I 11 1 F 1 I I- , H - 9-1 `- HORIZONTAL WA VATION DIAGRAM "S1=NAIL SPACING �- 2x4 P.T. BASE PLATE BEYOND SEE PLAN J W LL~kOLD in 0 m LL Ge H WOH N W LL WOO CO W AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7116" FLITCH PLATE TO 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 CONNECTOR SCHEDULE FOR: ADAMS HOMES -283SFLE0820F MUSS ID BEARING POINT TRUSSACTUAL UPLIFT ..'CONNECTOR ID CONNECTOR UPLIFT DESIGN RATING FASTENERS NOTES CIV CSV, UA, E7V, H7V, M04-M07 L./R 2064or less HEAH6/PER TRUSS MFR 1810# (9)10dx 1-112" E7, MCI - MOB, USES, E88V L/R -191por less H10A/PER TRUSS MEN Isla# (19)10d x 1-1/2' A09 L/CONT BRG/R -818#or less HUAI6/HETA16/HETA16 Isla#/Isla#/Isla# (9)10di 1-1/2" (9)10dx 1-1/2" (9) lad x 1-112" 24"OL@CONTBRG D02 L/M/CONE ERG -224#or less rI f HETA16/HUA16/NAILS 1810#/18109/462# (9) SOd x 1-112 (9)10dx 1-1/2" 16d@4I O C. DETAILGEOS/S4 DOI UM/R ' 283#Or less HETA16/HETA16/HETA36 1810#/1810#/1830# (9)SOd 11/2" (9)10d.X 1 1/2" A08,AIG L/ R -1332 p o, less e(2)HETA16/ (2)HETA16 2365N/2365#. (12)16d (12)16d A02- A07, BD1, D03, Cal t/R. -463#or less HUA16/HETA16 - 1SIOp/1810# (9)1Od x 11/2' (9)10d x 1-1/2' M08 MSO L/8- -150#orles PERTRUSSMFR 802, F02 COW IRS -153#or less. NAILS 462N 16d@4'0C. DETAILGEOS/S4 TRUSS MANUFACTURER. PRURUILo/9FS DATEGFIAYOUL _ DATE OF TRUSS CUT SHEETS'. 8/29/19 10/22/2020 L=LEFT, R-RIGHT&M MIDOU BEARINGS. BEARING LOCATIONSARE REFERENCED TO TRUSS MANUFACTURERS TRUSS DRAWINGS All CONNECTORS ARE SIMPSON PRODUCTS TB13 I WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES I N.T.S. ROOF CRITERIA -16" OVERHANG @ EAVES U.N.O. II. 42" OVERHANG @ GA13LES U.N.O. ''. -SQUARE CUT FASCIA -ROOF PITCH PER ELEVATION -SHINGLE LOADING ROOF PLAN I'B/1 SCALE: 1/4" = 1'-0" R SIMPSON - CONNECTOR SCHEDULE USP-CONNECTOR SCHEDULE MARK TYPE CONNECTOR&FASTENERS SPF SYP CONNECTOR& FASTENERS SPF SYP. FRAMETO HETAIO W(9)iW x i 12"OR 1414 HTA16 W(10)1W x 112 OR 1685 1870 MASONRY HETA20 wl(9)1(N x 1117 MA20W(10)10dxl W' O F A EEO H2.SAW(10)8d NAILS 535 565 RT7Aw1(/O)Sd NAILS 515 535 FRAM OFRAME TO H1OAW(i8)10dx11YC' 1015 1046 wrlSAw/(17)10dx111Y 895 1020 FRAME H10A-2W(18)10dx1/2"AT2PLYTRLISSE3 S39 1 1080 RT134w/(1S)lNxl 1?AT2PLVTRUSSES 935 1060 OFRAME D TO MTS12WA14)10dxl lil(ATEXTERIOR eW MTW12w/(14)IWX1 VC(AT EXTERIOR FRAME LOCATION INCLUDE 43)1 12d TOENAILS) eB0 LOCATION INCLUDE(3)12d TOENAILS) 1005 1193 OFRAMETO MGTw/(22)1Dd NAILSAND5/r A.T.Rw/12" 3330 3065 MUOT16W(2S)IOd NA1LSAND&O-A.T.R.W � 5. MASONRY EMBEMENTw/SIMPSON"SET"EPOW /2'EMBEDSENTWISMPSON-SET"EPDXY O FRAMETO HTS20W/(24)1Wx112'(ATEXTERIOR 1725 1310 HTW20 wl(24)1W x 112'(AT EXTERIOR FRAME LOCATION INCLUDE(3)12d TOENAILS 1 LOCATION INCLUDE(3)12d TOENAILS 1285 1530 FRAME TO (2)HTS20W(40)70dz11/2"(ATEXTERIOR (2) HRV20 W(48)10d x 1in' (AT EXTERIOR FRAME LOCATION INCLUDE(0)12d TOENAILS 22M 2N0 LOCATION INCLUDE(6)l 2d TOENAILS(EA) 2570 3080 FRAME TO HGT-2 W(IB)10d NAILS AND (2) 5W A.T.R. H1JGT2 W(I6)iW NAILS AND 12) N8• A.T.R. O MASONRY w/17 EMBEDMENT wI SIMPSON"SET' 10(H0 w/ 12' EMBEDMENT W SIMPSON'SEr 7020 9790 EPDXY (HGT3 FOR 3-PLY) EPDXY (HUGT3 FOR 3-PLY) O FRAME TO FGTR W(18) 114'x 3'SDS WOOD SCREWS 3400 4725 RFUS W(12) W83 WOOD SCREWS AND MASONRY AND x5" TITEN HD ANCHOR BOLTS (4)3/Vx6-WEDGE-BOLT 7100 LGT2 W(16) 16d SINKERS O(1) J1 FRAME TO &(7)1W x 2-IAPITTEN2 1750 2030 MASONRY SEE NOTE 98 BELOW) J2 FRAMETO MASONRY/ (2) LOU W(32) 16d SINKERS 6(14) 3500-M 1Wx 21/4" TITEN(2 PLY TRUSS) 4OWM (2)LUOT2 w/(32) 15d SINKERS&(10) IMP Y WEDGE$OLT(2 PLY TRUSS) 3100fA 3100-M 3240-F 377pF z 3100-F 4520-F FRAME OR (28)10d SINKERS FOR FRAME (EA) OR (32)16d SINKEFLS FOR FRAME (EA) FRAME TO M LGT3 W(24) 114' x 3"SDS SCREWS (2) LUGT3W(24) 1M"x 21IT WS25 MA80NRY1 8(8)9I8"z5"TTEN (2 PLY TRl13S) 473081 0570-M SCREW58(4)318°x5•WB(2 RYTRUSS) 64B0-M ]050.M FRAME OR (52)16d SINKERS FOR FRAME (EA) 5010F 69WF OR (50)16d SINKERS FOR FRAME (EA) 64WF 7710-F BEAITO HU410OPTHUC4l0wI(l8)lM&(ID)lW GM26M HD4IDOPTHD410FW(20)IWA(l OJIOd GM3USO O BEAM NAILS UM18% NAILS U#1950 TO HW10OPTHU0410w/(18)TITEN GM4W0 HD4100FTHD4101FW(20)IA-x3" GM3356 ©BEAM MASONRY 1/4"12 Y4•b(10)iW NAILS U#1800 WED3F40LT.8(10)iWRAILS U#860 O BEAM TO MASONRY/ HU40 GET HUC48W(a) 10d NAILS& G01540 (12) 1N' x 23WMEN (TO MIS.) UM980 GM30W UNI135 HD46 OPT HU48 w/(6)10d NAILS (12) IW x 2 S/4" TAPGONS(TO MAS) G01625 U#1030 GM2015 LMf850 FRAME OR (12)1Sd & (0)10d (FOR FRAME) SYP-F SYP A OR (12) l6d & (6)10d (FOR FRAME) SYPF SYP-M (2) HETA16 OPT (2) HETA20 (2) HTA16 OPT (2) HTA20 O }PLYw1(10)1Wx1lw R 1920 1920 1aLYw/.(16)10dx11IT'OR 1870 MASONRYPPAMETO MASONRY 2PLY W U2)16d 2365 2345 2PLY w/ (12) l6d 2430 HTWl6W(8)lOd NAILSAIB)(4)lWx21W 965 1110 HTWM16wI(SI1WNA1LSAND(4)114'x13W 1146 1225 TAPCONS WEDGE -DOLT OFRANIETO N MASONRY OR HTSM20 W jlMI W NAILS AND (4) l/#' lW 955 1110 OR 20 W (10)1 W NAILS AND (411M'X1314' TAPOONS VfiD GE -BOLT IUS 1225 ©FRAMETO H10S0(S)Sdx1/2"NAILSAND.(2)3/8W 780 810 MASONRY TITAN HD DTr2Z W (8)114" A 1/7 SDS WOOD DTENU W (S)1/4" x1 12" W515 WOOD ©FRAMETO MASONRY SCREWS AND (1) 12"9 AT.R. EPDXIEDw/ I 2145. SCREWS AND (1) 11V9 AT.R EPDXIEDW 1510 1835 SIMPSON "SET'(SEE NOTE N) SIMPSON "SEI'(SEE NOTE M4) FRAMETO H1T5 W(23) 1 B0 x21 W NAIL5 AND I) vs. R HTT45 w/(26) 160 x210 NAILS AND (1) RO MASONRY A.T.R. EPDXIED w/SIMPSON '8ET° 43" 5000 EVE AT.R EPDXIEDW SIMPSON "SET" W05 (SEENOTE#48ELO (SEE NOTE#4 BELOW) TO HTT4 2 W(18) l6dx1 W NAILS ANSAW 2 T4aD(1) HTS W(18) 1Sd 10 RAILS ARID (1) ®FRAME A.T.R. EPDXIED w/ SIMPSON TET• 3640 4233 SWS A.TA EPDXIED W SIMPSON "SET" 4180 MASONRY (SEE NOTE #4 BELOW) (SEE NcrasA sEL 7O FF�ED HiOSw1CK)1Wxl V2"NAILS 785 910 LUGTI w/(23) Rd z110 NAILS 876 1046 TO HMBKT W(4) 1 Wxt 112-SDS WOOD Krl6Mw/M)10dz112"NAILS& O.FRAME U MASONRY SCREWS 9(5) 1M7121/4'TAPCONS 760 7B0 (4) 1W x 1 Mr TAPCONS 1385 1395 TO VOT"1(16)lg-x3' SOS WOOD SCREWS& OFRAME MASONRY (1) SWO AT.R. EPDXIED wJ SIMPSON'SET° nES 4940 wl 17 MIN. EMBEDMENT FRAME TO (2)VOT w/(32)7M96"BIDS WOOD SCREWS MASONRY 8(2) 6/8"B A.T.R. EPDXIED W/ SIMPSON 6170 71M "8ET" W 12" MIN. EMBEAMENT VGT W (18) IMD& SDS WOOD. SCREWSS O FRAMETO HDU4SDMB W (101114W 12' SDS WOOD 3285 4535 MUCall5 W (2211W NAILS& HTT4$ W (18) - 4100 FRAME SCREWS&(1)3B"0A-T.R 10d NAILS &(1)SW8 A.T.R. OFRAMETO Y (2) HTT5 W (52) I&ra4!. ill NAILS 8 4375 5080 (2) HTT4S W (62) IWW 117 NAILS - WD5 FRAME (1)578.9 AT.R (SEE NOTE*LS &(1)SIS-S AT.R. (SEE NOTE 94) CFNFQ41 f`IWNFI:TN Nf1TFR 1. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALLS BEAMS .1 (2) 12d TOENAILS, 2. A MUSS TO TRUSS CONNECTIONS ARE PROVIDED By TRUSS MANUFACTURER, U.N.O ON PLAN. 3. G.0 MAY USE EITHER SIMPSON OR USP CONNECTIONS. SEE FRAMING PLAN FOR CONNECTOR CALL OUT. 4. FOR SINGLE PLY TRUSSES, SCAB ON FULL HEIGHT SVP #12'x4• TO TRUE VERTICAL W ES wl (2) ROWS OF IOd NAILS 3" O.C. STAGGERED. S. 12" MIN. A.T.R. EMBEDMENT 0 CMU BOND BEAM U.N.O. 8 SCAB TRUSS CHORD w)4'-0'2x SYP#2(MATCH CHORD LUMBER SRE)W(2) ROWS 1W 084'FROM END& 4"O.C. STAGGERED, CENTER AT CONNECTOR LOCATION AS MUCH AS POSSIBLE, GO MINIMALCONNECTOR UNO ON FRAMING PLAN 1. CONNECTIONFOR ALL PROOF FLOOR TRUSSES TO MASONRVWALLS/ UNTBLS/ ICF WALLS UN) ON PLAN 2. CONNECTION AT2A°OR 3E'O.C. PENDING VERTICALS FOR ALL FLOOR TRUSSES PARALLELTO MASONRY WALLS SEE DETAIL F812163-1 FOR MORE INFORMATION 3. CONNECTION FOR ALL HIP JACK(CORNER JACK) TO MASONRYWALLS'ICF WALLSILINTELS 4. CONNECTION FOR ALL CONTINUOUS RIM BOARD TO TOP OF MASONRY AT 32' O.0 MAX. w/(2) AT EADH CORNER. G.C. TO VERIFY LOCATION DOES NOT CONFLICT W?J10F APPUCABLE) LAYOUT S. CONNECTOM.FLOORTRUSSESTOINMMOREE4RINGWOODWALUBEAMSW(2)12d TONAILS BD MINIMAL CONNECTOR UNO ON FRAMING PLAN i. CONNECTION FOR JACK TRUSS TO WOOD WALL OR BEAM © MINIMAL CONNECTOR UNO ON FRAMING PLAN 1.. CONNECTION FORALL TRUSSES TO INTERIORIEXTERK)R BEARING WOOD WALLS AND/OR BEAMS ROOF FRAMING NOTES 1. SHINGLE ROOFING SYSTEM OVER MIN. 7/16" DEB ON PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. (SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPE AND OTHER INFORMATION. 2. THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" DEB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES, ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2X4 #2 SYP WITH (3)10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH 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 SUBMTTfED 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 FDS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 TYP. I C.M.U. OR ICF WALL 0 METAL DRIP EDGE + SEE TYP. WALL -2 x SUB -FASCIA b SECTION -ALUM FASCIA 2x4 P.T. FASTEN TO C.M.U. W/ 11/2' LONG T-NAILS @ 2'-0" O.C. SECUREJCHANNEL @ 12' O.C. _ A P174 G.C. SHALL VERIFY SOFFIT MATERIAL CAPACITY TO RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING WIND PRESSURE TYPICAL SOFFIT SUPPORT DETAIL 3/4"=r-o° - `,Y®`t�gtg1101SU may,\ eon Nly P:.f ... S.. N < A 5' �\ FL OFES`• g g8 00 gg F S7 oo Z $ySEAS B�'r�g y3� nNtOm� 6 x. O ®cc ���55 a C 11112 ;z. DO O p � z-< 829 °z F°-� '�S WAFW,FDSENG.COAI ❑ ❑ ❑ Z o Z N z �J N IL _ r h Z 4V \13) m JyL� O Y O LM c � t� U = cmN E g_I� C4 o o'D d�ld 4d1w/EP\ r%A M4= . I;JO%M@4M FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦ I Job Information: BI�x� %- L 1 ` f 3 ■ 0 o o coo Lo y m o- m Gi N LD r N Do U D -® ® J LLI ZD In LL J m (1) (%) N Do ♦ Model Name /Number: 1835 d ♦ I Plan Issue Date: Tuesday, November 3, 2020 ♦ KA PROJECT NUMBER: Y 20-7924 s a. Sheet: 6 Of: 0 N =OD TRUSS LAYOUT B E COPY LINTEL BEAM: — 1 COURSE LINTEL BLOCK W/ 14 5 NON-SHEARWALL SEGMENT BAR & 3000 PSI GROUT, MIN. 25^ I"I-jj I'IjTjj" LAP (ACI 530) Ito I I I I I ITIII� ��� ��� ���flil I11In1 TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. FILLED CELL: FILL BILK CELLS WITH 3000 P.S.I. GROUT ONE #5 0• LOCATIONS SHOWN ON THE FOUNDATION CONC. SLAB SEE PLAN AND FLOOR PLAN. FOUNDATION PLAN MIN. LAP 25" (ACI 530) FOR MORE INFO TOP OF SLAB Y MS021 TYPICAL SHEAR WALL SECTION N.T.S. TYP. TIE BEAM W/3000 P.S.I. CONC. W/1 #5 REBAR CONT. SIMPSON SP4 W/(6) - 10d X 11/2 SPS DR SP8. FOR 2x6 AND 2x8 WALLS DOUBLE 2x TOP PLATE STANDARD HOOKS SEE M505 FOR MORE INFO TYP. FILLED CELL W/3000 P.S.I. CONC. - W/1 #5 REBAR VERY. .� •t INTERIOR BEARING WALL INTERIOR SHEARWALL h - EXTERIOR FRAME WALL 8' C.M.U. )' 2'x #2 SYP/SPF P.T. W/ (3)1/2" X 8" "J" BOLTS OR (3)1/2" X 6' EXPANSION ANCHORS OR (6) S" X 1/4" TAPCONS OR (8)27/8"1ILT[TIX-DNI NAILS 2x BASE PLATE SEE PLAN FOR MORE INFO MS03 FRAME ( T/ RG/ HEAR) WALL TO MASONRY CONNECTION DETAIL N.T.S. SEE PLAN FOR TOP OF WALL AND LINTEL INFO, (PRECAST LINTEL - SEE UIINIU SHEET FOR SIZE OF LINTEL) v..s ,1!I�T iaFlil�l� rat�eta I; PRECASDT LINTEL- REG. OR RECESS nw `"\\ TRANSOM OPENING r>r"-!FRAME INFILL �• AROUND WINDOW ! BY BUILDER SEE j WF01 FOR MORE INFO * i r (2) 2X8 WOOD HEADER :. TURNED SIDE WAY i. ATTACHED THE FIRST PLY 2X8 TO MASONRY WALL W/ SIMPSON HUS26 HANGER 0 EA. END. USING (6) 3/16' DIA X 1314' TAPCONS INTO MASONRY & (4)100 X 11/2' NAILS INTO HEADER. THEN APPLY THE 2ND PLY TO THE LET PLY W/10d STAGGERED ® 6" O.C. . - F.C. EACH SIDE -OPENING - MS07 I LINTELS AT ENTRY DOOR w/ TRANSOM N.T.S. ATTACHMENT REQUIRE ENTS SIZE TAPCONS SPACING # ROWS 2 x 4 1/4" X 2%' 12" 0.0. 1 2.x6 1/4"X2%' 12.0.0. 2 2 x 8 1/4" X 2%- 12" O.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. 'PRECAST_. iUNTEL (2) 2X P.T. BUCKS W( 1/2" O.S.B. .BETWEEN i r FFASTEN PT NAILER TO MASONRY . IF DOUBLE 2X NAILER IS USED, USE 1/4"X 41/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED MS11 I 2x BUCK DETAIL N T.S. FORM & GROUT SOLID #5 REINF. 20" MIN. LAP a Q \u BAR q #30R #4 REINFORCING .-U. 1�� BAR #1&#41AP 6PL ICE .n. 25' MIN. LAP Q #5 STD. 90° #SBEINFORCING AR HOOK #5 I AP SPICE SCALED"-I'-O" M P #6 REINFORCINO WR 81' T 2-1 B/I * GRADE 40 U.N.O. #8 LAP SPLICE S BAR CONT. MSO5 REBAR SPLICE DETAIL - GRADE 40 e.T.S. RM85 12" LINTEL DETAIL 3/4" = 11 ICE O US 0 GENERAL NOTES 1. AREAS OF BLOCK ASV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2. (1) #5 REBAR IN TIE BEAM IS TO BE COINT. THROUGH OUT INCLUDING ABV. MASONRY OPENINGS. U.N.O, 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END ALL RECESSED LINTELS TO HAVE MIN. 8" BEARING EA. END 4. * 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. 5. (a) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32' FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE 15 ADEQUATE FOR THE LOADS GENERAL CONCRETE LINTEL APPROVED LINTELS: CASTE-CRETE, QUALITY PRECAST, LOTTS, PRO-CRETE F= Rl_ ED WITH GROUT / U -UNFILLED FEW AT TOP MIN. (1) fl Q'D R=RECESSED (M. OF #5 OLFAR O BOTTOM �REMR OF LINTEL CAMTY TOP KNOCK OUT LINTEL BLOCK =RSE F16-1B/1T cn0ur OMINAL LQUANTRY OF MOTH #O REBAR AT #5 MOAB AT TOP BOTTOM OF UNTEL CAVITY NOMINAL HEIGHT o TTOM REINORONG 7b 'ACTUA PROVIOM IN LINTEL (vw1ESl TYPE OERIC"NATION &-IgOMINALWIOTH GFNFRAL CONCRETE LINTEL MATFRIAL.R GENEGAI INCTAL AnnN N/ITES 1. re Rooes[Imi=MOO P.I. L Plavltle NO mortar head and bad ldrls. 2. rc prestressed llmeO=60W psi. 2 Share filled hMale as required. 3. Vutai per ASTM U76 Pg=WOO PN w/ 1 InalalOaffsh t 11mbel mustc01111bl t NO erchbropural and/or sbuctraal dmwhga. 4. msx mum 319" eWiegsta all &' to 11' slump. A. Uilmals am manufactured with S3/2' long notches at the ends to Accommodate 5. Ctnmaem"earyuh (COIN Per ASTM Clq w/ vertical cell reinforclogantl grouting minimum na area cgnpresslw strength=IWO pM. 6. All IIntela meet or exceed L/30) xerltel deflection, except Nrdels 17'A"and e. Paper per ASTM MI E Bruce 60. longer with a npmFei height I W meet In mead L/180. Premressing sward Pa ASTM A41 Ilm,10 6. Bc6am flatl ArHeE rebarM be laoAfetl a the bottom of Me llMN cemxy. T. 2TOlawretmmrtn. T. T/32" dlamker wire sdmuas are welled to the bottom steel for mocrul Aabarsge. 7/32 wire per ASTM A610. a. O wr,place concrete, raw oe promised In composite Ndel an Ileu a concrete &. Mortar par ASTM CTTO type M or S. masonryunits. 9. SeN Iced redngebaaedon retbnal deAsin analyst per AC131%entl ACI 590 10. "1""1 imtleat Approwl No. 15&.1 11 The exterior auHece a Itrtet Installed In exteda concrete maeanrywalle shah hive a posting afaWeco applied In accordance whh ASTM C426 araMar approved posting. Umels loaded slmuHmeauely with wrlical (gremily and udift) arW hotlxarMl IbtercQ loads ehau4 be checaad far comdne oadIng will fha falwwmg equht!W: Applied veNoal load WIWI hWlmnt bed <1.0 + Safe seU:vI load We hodustr ,I load — r 07 O O O 8RF5O8/ST SF8-0B/1T e O © .-0 ,O O O O O 0�0' 8RF341B/17 SF1&113/1TV00 0 ''O• •� 8F20.18/1T ..' O o o •4, .' : a*22-13/1T 8F24.18/1T O o E � 8F2818/ST . ' - 8M:LB/3T a) PRECAST "U" LINTEL W/ 3000PSI CONC. AT OPENINGS SEE GENERAL CONCRETE LNYTEL SCHEDULE FOR REQUIRED REINFORCEMENT HURRICANE R to R 10�� ANCHORS H00 (TYP.) REBAR ON BOTH SIDES STD, 90 DEGREE —I ANGLE 3000 P.&I. OF OPENING U,N.O. _ a�P REETAR PROVIDE KNOCK -OUT BLOCK FOR FIRST COMPLETE CMU COURSE BELOW SILL & FILL SOLID W/ (1) #5 BAR FOR ALL WINDOW OPENINGS 6'-6" AND LARGER-- • .� :'. . • • , ` � SEE NDATION PL SEE FOUNDATION FOR IAUTI0N5 PLAN MS01 I BLOCK WALL REINFORCEMENT ' NIAV� pO Z N O Z ry N QQ r U � c m ei � � ki 2 C4 all _1 ro —J Fi a W oL V yC —`w o 0 Ln Ix � Ln T�yy M a U—N E 0 I A DAMS HCM6 ' ID 'v FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY a GULFBREEZE, FLORIDA 32563 a DIVISION LOCATION: PORT ST. LUCIE WIT SHALL BE FLUSH 4 TOP OF WALL Y VI obinformation: STD. 90 HOOK g N t0' Z rq In N ar Q M do m 7YP. BOND BEAM 8. 1' x 38" K.O. n LL 0 N �. CLO LINTEL BLOCK FILL W/3000 P.S.1. ti W CONC. W/1l DIA. NEBAR \ 0T C 6 INDICATES FILLED CELL FROM FNi. TO ai / Z m 04 LO C) Moe L r , a Do BEAM BAR MIN. "H 1 1 'v1 cn O 0 d#y� L/L� N - 1 /�/y J W (n Cn LO IL NVI Model Name / Number: JL835 I; TYP. DOWEL 25' MIN. LAP (ACI 530) tdVI Plan Issue Date: Tuesday, November 3, 2020 VI KA PROJECT NUMBER: 20-7924 Y S Sheet: pr Of: O N N.T.S. LINTEL PLAN SIMPSON HETA 16 2x6 #2 SYP P.T. EACH END W/ (2) Y2"xV' SEE FLOOR PLAN WEDGE ANCHOR FOR BEAM SPEC. Li O A v OVERHEAD SECTIONAL m o DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT W/ WASHER. MIN. 6 PER TRACK TO JAMB. (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2' o "J" BOLTS WASHERS SET IN " € FILLED CELL W/ #5 TYP. FILLED CELL MIN. 5 PER JAMB. VERTICAL o0 N L SECTIONAL ® OVERHEAD DOOR WOOD SYP2 X6" :,• S NSE TRIM 0 s 2"x6" P.T. WOOD JAMB „ __ T '• F •• DOOR AND CONNECTION PER ® GARAGE SLAB 40 '' ••• ®��s,®�,� GARAGEDOORMANUFACTURER 01! AGE OOR p, II II!!'ol Q (✓ TRACK MOUNTING DETAIL Z Av NOTE: DETAIL CD22 / 5-2 MAY BE SUBSITUTED FOR THIS DETAIL- UNLESS NOTED OTHERWISE v 2 2 v MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.s. CD21 ENTRY CMU COLUMN/BEAM N.T.S. a T E E Im Q�mcm a b # # GG U O e J J �C' D� nmj LL LL m" 5 ZC s�P2 m�ONJNO To Q c W Ui BLOWN -IN R-30 INSULATION PER FBC AND ENERGY FORM SUBMITTED WITHPERMIT s'g Z t m a y PLICATION PROVIDE APPLES ' g fL m m m AT EAVES( FOR VENTED ATTICS) 12 FIBERGLASS SHINGLES OR ¢ '@ £a 2 < a SEE PLAN TILE ROOF (PER ELEVATION) o E; 2 OVERAPPROVED UNDERLAYMENT a .19 PRE ENGINEERED WOOD PER FBCR 905.1.1 OVER APA RATED STRUCTURAL SHEATHING r m SW,M1Y.WSEM1G.COM Ur TRUSSES @ 24" O.C. (SEE STRUCTURAL NOES i FASTENED TO TRUSSES PER ROOF " NAILING SCHEDULE) Z o ---TRUSS ANCHOR (SEE PLAN) SEE PLAN FOR C N Z S • BRG. HT. • o W a N 1/2" DRYWALL - " o FELT PAPER OR ETAL DRIP EDGE .9 _ TRUSS PLATE 2X SUBFASCIA 3/a" P.T. NAILER TYP. FRAME FOR BUILT-UP ( ) LA _O " 4 1 �' �J r SOFFIT. SEE ARCIi. CORNERS min (3) 2x4 OR •� 1/2" DRYWALL p� 4x4 w/ 2x4 POST UNDER EA E c m CURTAIN NAILER r 8 x B x 16 K.O. 1 4 P.T. @ WINDOWS 2 X 4 P.T. PLATE END OF SUPPORTING BEAM. KEEP IN 3/4" FOR SHEATHING NOACILED w/ 8d NAILS @ 6" a V w O -;p x LINTEL BLOCK 1 x 8 P.T. @ S.G.D. N O.H. W/ (1) #5 DIA. REBAR & AND LATH WITH FINISH @ vN1 F N 3000 PSI CONCRETE SEE ELEV. (TYP.) ALL SIDES / /� o (TYR) FRAME FOR COR- y,\ \ O° NON LOAD h ro U= N E @ R PRECAST "U" LINTEL y!� o; �QO NERS FOR .0 z SEE SCHEDULE SCHEDULE BEARING SIDES NAILED N < ao vo ;� w/ 16d NAILS ®8' O.C. r N -; o o 0o M 1/2" x 8" J-BOLTS a (1) CENTERED EA. \ (TYP.)4 COURSE HIGH A.F.F. da�S HMI, s M r SIDE w/2" WASHERS \ CMU BASE FILLED w/ CONIC T r r (TYP) w/ (4) VERTICAL RENF w/ NOTE: 44" MAX. SILL HGT. ON n FILL CELL-(1) #5 DIA. HOOKS INTO FTG & AT TOP w FLORIDA CONTRACTORS UCENSE NO. CRC133Oi46 ALL BEDROOM WINDOWS. N REBAR W/ 3000 PSI N OF COLUMN PLAN Al -Al '^ 3000 GULFBREEZE PARKWAY CONC.ALL LOCATIONS a GULFBREEZE, FLORIDA 32563 „ SHOWN ON FOUNDATION N & FLOOR PLANS N DIVISION LOCATION: SIMPSON LSTA30 R PLAN d PORT ST. LUCI E w/11-10d TO BEAM SPEC. Job Information: i KFOR & TO FRAME BELOW r r a VINYL FRAMED WINDOW o WINDOW STOOL ri W/ SCREEN N v PER SPECS N PRECAST CONIC SILL ' o to N PAPER BACKED FOIL R-4.1 u O INSULATION AT CMU BLOCK WALL m PER FBC AND ENERGY FORM V EXTERIOR FINISH - , c SUBMITTED WITH PERMIT SUBMITTED (SEE ELEVATIONS) ¢ Z cLn APPLICATION FTG. DOWEL #5 DIA. REBAR 1 x 2 P.T FURRING 17"IN CONCRETE -25" i0 Uj y 2 N M BASE NAILER EXTEND (ACI 530) ABOVE SLAB. ALL LOCATIONS SHOWN ' Al ' , S/10-10 HETA20 Al BUILT-UP CORNER MIN (3) 2x4 � m a ai N � � y WOOD BASE ON FOUNDATION PLAN w/10-10d TO COLUMN OR 4x4 POST w/ 2x4 UNDER POST ai ` °D SEE FOUNDATION PLAN FOR EACH END OF BEAM ' ( r � O J W m m ' SLAB INFORMATION TOP OF SLAB NOTE: ( � 2 X 4 P.T. PLATE ' M ' V) , V^ LJJ J Lo u- � BOTTOM STRAPS MUST BE s N V1 Model Name/ Number; �•,�-,�, . :, x ;o INSTALLED ON INSIDE OF . N GRADE COLUMN. DO NOT BEND UT STRAPS UNDER PLATE. " ',e �r? •'?�o o 1835 PLACE STRAPS IN FILL ° "w V Plan Issue Date: ' SEE PLAN FOR iv CELLS w/#5 REBAR °; (TYP.)4 COURSE HIGH CMU BASE RE -BAR QUANTITIES .' ;., FILLED w/ CONC -SEE PLAN FOR ,•, SIZE. TOP OF COLUMN BASE - $ Tuesday, November 3, 2020 SEE PLAN I, SEE FOUNDATION ' 2'-0" AFF KA PROJECT NUMBER: 7( PLAN 20-7924 Y NOTE: DETAIL CD21 / S-2 MAY BE SUBSITUTED FOR THIS UNLESS NOTED OTHERWISE T o Sheet: S-2 Of: DETAIL � N WS01 TYPICAL WALL SECTION - 8" CMU 3/4' = 1'-0° CD22 ENTRY CMU COLUMN BASE W/ FRAME ABOVE N.r.s. TYPICAL FRAMING DETAILS ' I WHEN REQ'D RECESSED - PRE -CAST LINTEL 8" D BLOCK TIEBEAM - W[(1) 45 REBAR U.N.O. NOTE: MAY CUT BACK 2x8 P.T. @ TOP TO ALLOW CONT. 2x4 BLKNG AROUND CURVE. MIN. 2 TITEN ANCHORS TO 2x8 d N LINTEL 0 (SEE PLAN) .� 7/16" 0.5.6. 2x8 W/ (3) 12d o EA. SIDE TOENAILS EACH END w m N 2X BLK'G. /16" OSB W/ 6d y TO O.S.B. NAILS @ 16" O.C. W/ 2 - 8d TO SIDE & TOP NAILER 0 EA. END w N EDGE VIEW 2x4 SPF CONTINUOUS BLOCKING ATTACHED TO 7/16" OSB W/ (2) 8d NAILS. SEE DETAIL ABOVE N N W 2x BUCKS SEE MS11 FOR MORE INFO Y NXeaa �' 6 WINDOW OR DOOR OPN'G r ve,\��SSE•' E ,� Q •. 4 C3 Lu WF01 DETAIL @ ARCH WINDOW FRAMING N.T.S. PROVIDEss OF 2x8 TO BLOCK ODUT 2 ROWS 12d @ AIIIIILO �a O` TOP PLATE ATTACH w/ 3" O.C. OUBLE 2x4 c Z (2) 12d NAILS O.C. TOP PLATE " T (SOLID BLOCK w/ 2x6) STRUCTURAL SHEATHING 46. a y 7/16" MIN. NAILED W/ 8d ` \ COMMONS @ 3" O.C. @ 2x4 STUD 3 EDGE & 6" O.C. FIELD RUN PER PLAN 3 ~ 0 ` FULL SHEET FROM 2x4 BEYOND AGAINST 2x8 STUDS OP SPLICE 8 BOTTOM OF FALSE BEAM NOTE: @ALL EXT. CONDITIONS ATTACH 2z STUDS OUBLE 2x8 a 0 TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. TOP PLATE s SEE GE05 FOR T STANDARD I ` SIDE TYP. TOE NAILS MAY BE SUBSTITUTED W/ 2x8 STUD m GABLE END �� I �l (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN E FRAMING 7� I\ TOP PLATE W 8d 2 1 2" x 0.131 NAILS (SIM. w/ 2x6 g tD ,� * NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) 2x4 w/ 2 ROWS OF „ N00 STRUCTURAL SHEATHING I ` \ \� \ 12d NAILS @ 3" O.C. WOOD BEAM SEE - F£ 'gg f <� ,LPi OD SIMPSON HUC410 OR (2) TOP PLATE TRANSITION PLAN FOR HUC210 g g° \ z ;�� TO BUILT-UP COLUMN € OR PIPE OR DUCT w/ OUS E12d $ ,� B'-„ ..• I a"-6 PENETRATION THRU TOP SPLICE , a,� SUPPORT COLUMN BUILT-UP MIN. I+ +I N TOP PLATE w/ MORE , (3) 2x4's OR 4x4 W/ (2)-10dgd�\ VARIES W/ o THAN 50% OF TOP T a 1113® - ROOF SLOPE I p ROWS 12d ^ NAILS @ 8" D.C.., EACH PLV „ 5 a 2X TOP PLATE TO I o PLATE WIDTH INSTALL ,, (SHOWN AS 4x 4)',� 2=ga o GABLE END W 16d > SIMPSON PSPN516Z + o sil � ° m WOOD WALL OR NAILS @ 6" D.C. Ja w/ (12) 16d NAILS TYP. 48 (2) SIMPSON . T CO POET W N W � - o IL TRUSS. SEE PLAN 2X4 CONT. w/ (3) 12d -� M/ ,,+, ,, w/(12)-16d EA. TO COL• „ , z - m _ I -� TOP & BOTT. 'L +'� *I ALT: (2) MSTAM36 STRAPS ' 011.E g •T - "' d a COMMON NAILS EACH + 1--- - +-+ LL OTTOM SPLICE TYPICAL BLOCK , CENTERED W/ (13)-10d NAILS o EIS L9 0" -� Ln NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS WALL `" <.. �, Ea TO COL. a v 2 STUD TYP. T&B. +I + + OVER STUD Gg ' '�'" LL a IY -' -..as,� TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. •-,. TIE BEAM �T a a SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ wwW.FOsenc.cDM (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO 2X4 STUDS @ 24" O.C. ❑ ❑ ❑ W/ SINGLE BASE & TOP TOP PLATE W 8d 2 1 2" x 0.131 NAILS a" d m PLATE W/ PLYWOOD * NOT REQ'D. WHEN QT SYSTEM IS APPLIED uNi Z SHEATHING { Z p o TRUSS OR ROOF SYSTEM COVERING NOTE: Y 4 y PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL LD02 SHEAR TRANSFER EXTERIOR WALL NJS GE15 FALSE BEAM AT GABLE END N.T.S. WF17 TOP PLATE SPLICE DETAIL 3/a"=r-o" CD04 BEAM @ RAISED ENTRY MASONRY WALL N.T.s. W s ^ i tA Q) 0m V V VJ N EE tL5 p c Idain In O Q m C D CA OJ 1 14§ lk." 115 C max �=a * CRIPPLES MAY/MAY NOT BE PRESENT. a N ° 9 dM VERIFY HEADER ELEVATION a DAMS HOMES (2) 2 x4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x 6 LAMINATIONS W/ (2) ROW OF STAGGERED LOd ROWS OF STAGGERED 15d ROWS OF STAGGERED l&d COMMON WIRE NAILS COMMON WIRE NAILS COMMON WIRE NAILS (D = 0.148", L= 3') OR EQUAL INTO TA =EINTO ".- DE FACE) (D-016L- 31/2") OR EQUAL 0O162L31/2IOR EQUAL HEADER SUPPORT NO, REQF AT OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL JACKS KINGS JACKS KINGS SIZE EA END EA END EA END EA END LESS THAN 4' (1) 2 1) 2 >4' BUT <9' (2) (3) (2) (2) 10'-0" - 6' 3 4 3 4 HEADER ANCHOR c NAILED TO TOP PLATES, o HEADER & JACK 'v FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY NO. & SIZE OF HEADER SIZE RAFTER TIES &GRADE s GULFBREEZE, FLORIDA 32563 EACH END 0 SEE P AN FOR (2) LSTA 30 DIVISION LOCATION: BEAM SIZE v PORT 01 LUCIE 1) ADJACENT NAILS ARE DRIVEN FROM 3) FOR 4 PLY, PROVIDE 1/4°0IA. x 51/2" LAG OPPOSITE SI DES OF TH E COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3PLY1 SEE SCHEDULE Job Information: 2) ALL NAILS PENETRATE AT LEAST 3/4•OF 4) REFER TO NOS SECTION 15.3 FOR 2X CRIPPLES 16" O.C. THE THICKNESS OF THE LAST LAMINATION, ADDITIONAL INFO. S W/ SIMPSON P2 TYP. TOP AND BOTTOM 2-ROWS 12d NAILS a WF37 TYPICAL COLUMNS DETAILS N.T.S. STAGGERED@ $ 12" O/C EACH * WHEN STUD LENGTH FACE OR 3-ROWS IS LESS THAN 12" USE 12d NAILS STAGGERED in E••� LSTA30 STRAPS AT EACH @ 12" 0/C FOR 2 x 10 .-T O STUD WRAPPED OVER OR GREATER HEADER `D TOP PLATE &NAILED N M FOR OVERHANGS GREATER THAN • : FILL 1ST. 4 COURSES HEADER EACH SIDE v 11/2" CONTACT FOR FOR I✓.•, SOLID W/ GROUT. (NO FILL FILL ALL HOLES IN DOUBLE 2 x ° z FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) STRAP R S.Y,P, HEADER W/ a O N 0) 1/2" FLITCH PLATE w ` (p st 10d NAILS @ HEADER. (U.N.O.) 4; C`7 M 8" P. O/C TY M N cmi FILLING AND BLOCKING AS CV 3 DOUBLE 2 X 4 REQUIRED FASTENED TO r z U m 00 b_ CRIPPLE STUD HEADER W/(2) ROWS O �--I �^ M o TYPICAL (U.N.O.) OF 12d @ 16" O/C UNLESS $N0 �W�//�� (,! t0 LL NOTED OTHERWISE J VJ F.F. 00 Model Name / Number: OVERHANG --I, 2 x 4 STUDS TYP. N 1835 SIMPSON H174 W/ (18) vi 16d NAILS & A 5/8" EXPANSION ANCHOR V Plan Issue Date: W/6"EMBEDMENT U.N.O. ' Tuesday, November 3, 2020 o� {. OR 8 1/2" AT GARAGE `n�ryG v KA PROJECT NUMBER: • , ' ,• • , • STEP DOWN * * HOLD DOWN CONNECTIONS g�gV FOR OVERHANGS BETWEEN 5/8- TO 1 1/2" NOT REQUIRED @ BEARING T. BOT. PLATE °' 20-7924 NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ'D. WALLS WITHOUT UPLIFT Y 2 o Sheet: S=3 Of: N a MS18 RETROFIT WALL OVERHANG DETAIL N.T.S. WF09 WALL HEADER DETAIL N.T.S. TYPICAL WALL DETAILS ° 11 U i *DIAGONAL SPACED AT 20'-0' O.C. MAX SAME SPACING AS B0770M CHORD LATERAL BRACING - DROP GABLE END TRUSS & 2X OUT LOOK RAFTERS FOR OVERHANG GREATER THAN TO BE LESS THAN 12". ATTACH 2X OUTLOOKER O.C. TO TRUSS WITH MTS12. FOR OR EQUAL TO 450 �" O.H.UNDER -SPACE OUTLOOKER BLOCKS @ 24" O.C. NO STRAPS REQUIRED. ' MINIMUM 2"x4" 8d NAILS @ 4" O.C. WALL AND ROOF SHEATHING,SEE TBI3 CROSS BRACING " { '�^,. 2x4 SYP BLOCKING FOR SPECIFICATIONS (SEE PLAN FOR BETWEEN TRUSSES @ 48" 2x4 SYP L BRACE FOR O.C. MAX. FASTEN TO EA. LOCATION) �., .^^ BLOCKING TRUSS w/ 3-12d NAILS EA. GABLES 3'-0" TO 5'41" TALL. END 2x6 SYP L BRACE FOR '. 2x4 SYP CROSS BRACE GABLES 6.0" AND TALLER. APPROX. 8" FROM RIDGE L5 ,. ` ATTACH L BRACE W/ THEN 48" O.C. AFTER. NAIL w/ 12d NAILS @ 4" O.C. u; ^^ 3-12d @ EACH FND & @ CROSSING AT 45 ANGLE. CROSSING GABLE TRUSS it U ` (NOT REQ D WHEN GABLE IS FASTEN 1 SIM ON HGA10 12" LONG 2x4 #2 SYP BLOCK AT 4'-1" OR SHORTER) O � M BRACE CONNECTOR FROM BRACE LOCATION. FASTEN TO CONS 2x4 SYP SPANNING (4) -¢o TRUSS BAYS (SPAN NAILED DIAGONAL BRACE TO SILL PLATE w/ 1od @ 3" O.C. W (3) 12d W/ 3-12d TO CHORD (MIN BLOCK PLATE NAIL GABLE TRUSS m PER JOINT ' 1ST 4 BAYS) TO TOP PLATE w/ m _ 16d NAILS @ 4" O.C. CONTINUOUS LATERAL BRACING- : 4 BAYS 'T. PLATE 1/2"x8" ANCHOR BOLT ' _ NAIL OVER X-BRACE AS SHOWN• AT 48" O.C. MIN. o INSTALL BLKG. AT TRUSS WEBS KNOCK OUT COURSE m ' CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING X-BRACING - 2x4 SPF OR MASONRY WALL € ' SYP W/ (3) 12d @ EACH Ei TRUSS WEB NAIL TOP OF "T" TO GABLE ROOF SHEATHING, SEE TRUSS w/ 2.12d AND 1 TS13 FOR ATTACHMENT OVER il"A SIMPSON H8 W/ OVER JACK TRUSSES, SEE 10-1Odx11/2" NAILS PLAN. TB01 TYPICAL CROSS BRACING DETAIL N.T-s TB02 TYPICAL CROSS BRACING DETAIL N.r.S. FASTEN (1) SIMPSON HGA10 @ 48" O.C. w/ 8 1/4"xi 1/2" 5 4\\\\ititlllll jPPPPPP� SIDS WOOD SCREWS GABLE 2x4 BLOCKING w/ 2-12d TOENAILS NAIL TOP OF"T" a PROVIDE 2X4 MIN. BLOCKING AT END TO TOP PLATE / BEAM TO GABLE TRUSS w. 2-12d �\,�\ �FtOVV CENTER LINE OF HIP/RIDGE, TYP. FRAMED WALL OR BEAM AND 1-SIMPSON H8 w/ E ti Q-' `''••• '•. •• BETWEEN TRUSSES W/ (2) 12D BELOW, SEE PLAN. 10d x 1 1/2" NAILS N NAILS EACH END TO TRUSS TOP @WOOD FRAMED WALL @DUTCH GABLE CHORD F TO BLOCKING ••••. F LQ; A TRUSS ALTERNATE PRE-ENGINEERED VERLAP TRUSS BRACING GE01 GABLE END BRACING N.T.S." Q °' WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP A ��s,PPP�OlIIIIH1111"w., A -- - T CTURAL PACE SIO G.T. THING ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 Ml TOP CHORD WHEN REQ'D NAIL TO TOP CHORD S H TO PREVENT SHEATHING ACK - - - - - OF HIPPED TRUSS W/ 0 0 SPAN FROM EXCEEDING TRUSSE HIP 12d NAILS @ 6" O.C. MAX 24" SPAN (EITHER G.T � SIDE OR BOTH IF REQ'D) SEE STRUCTURAL NOTES DROP GABLE END TRUSS &LOOKOUT RAFTERS 8d NAILS 'S AND NAILING SCHEDULE FOR O.H. GREATER THAN 12" FOR 12" AND UNDER - AT 4" O.C. FOR SHEATHING DETAILS SPACE BLOCKS AT 24" O.C. (2) 12D NAILS MINIMUM (3) 12d ' E E ROOF AT 12" O.C. MAX PER JOINT MINIMUM 2"x4" SPF OR c SHEATHING SYP TRUSS BRACING * SPACED AT 10'-0" MAX , "'"`s B 1003 SEE PLAN (— 2X4 SPF BLOCKING @ PANEL EDGES W/ (3) 12d gwF'� N NAILS EA. END TO TRUSS ,° 2X6 BRACE NAILED' -NAIL SHEATHING @ 4" O.C. " TO SIDE OF GABLE SIMPSON MTS12 @ LOOKOUT RAFTERS ¢ g 8 J n w O Nm LL R3 m M fi 2X4 BLOCKING HIP TRUSS STAGGERED w/ 8d ,° TRUSS WEBS IF APPLICABLE a. N w m a wa S BETWEEN TRUSSES w/ 12d NAILS �° w,� o _ ' @ 4" O.C.WHEN 2x4 SPF CROSS -BRACE ' GREATER T AN 3'-0" STRUCT. SHEATHING 7/16" MIN. THK. -NAIL .�� sa CJ��r� a ¢ pit TB03 HIP / RIDGE BLOCKING DETAIL N.T.s. TB TRUSS BRACING OVERLAP DETAIL (TYP} N .T.S.04 @48"O.C.-NAIL w/ 3"Dw/Sd 6" & EDGES y$ Pit WgN3 m (3)12d AT EACH END &AT '� a CROSSING AT 45°z ANGLE ,' �� `, ' O.C. FIELD 8 n 6 TRUSSES 10d @ 4" O.C. m m s" : W o CONTINUOUS 2X4 SPF S „ £` 8° �'� WYVw.NSENG.COM ❑ ❑ ❑ SPANNING (4) TRUSS GABLE TRUSS m BAYS (8 FT) NAILED TO 2x4 BLOCKING @ 4" O.C. NAIL TOP OF "T" `� Z � w/12d & (3) 12d TO CHORD S TO GABLE TRUSS Z o d & T SIMPSON w/ S4-10d r Z N Q TRUSS NOTES: 1/2" 1 1/2" 2X4 SPF BLOCKING x 14-10d X 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TPI-2014 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND THE MOST COMMON CAUSE OF ACCIDENT BETWEEN TRUSSESLO @ 48" O.C. MAX. ! ti Cn Z I■ „{ BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS SHOULD BE LIMITED NAIL DEADWOOD TO NAIL TRUSS BOTTOM N IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD TOP PLATE W 16d @ / CHORD TO 2X4 DEAD- N M TO 8 SHEETS OFSHEATHING ON ANY PAIR OFTRUSSES & 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 AREATHEY SHALL BE SPREAD OUT ONE TRUSS. 4" O.C. WOOD w/16d @ 4"O.C. w _� w EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFED BY THE TRUSS MANUFACTURER ALL SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0'• O.C. MAXIMUM. ^ BAYS SIMPSON LSTA30 W/ 2 - LATERAL BRACING 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT _ _ 14-1Od @48" O.G. III b Q)0C 11V ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS, S. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. FRAME WALL OR BEAM g CO � G SEE TYP. TRUSS BLOCKING DETAILS BELOW SEE PLAN LJ E N SHEATHING N.T.S. ' 4> GE05 GABLE END BRACING - FRAME WALL 3T04TRU55 x4 AS SHOWN = 7 Egli cALTERNATE cQ TRUSS SPACES DIRECTION °°�E Q 4 o —A yM S M HOMES RUS a VERTICAL SCAB & B #2 SPF 48" O.C. SEE 12} NAILS W/ (4) 12d TOP & GTTOM OR H5 TRUSS SECTION TO EA TRUSS 0 > -6 FLORIDA CONTRACTORS LICENSE N0. CRC1330146 OR HCLR/LL IN PLACE OF (4)10D B-B REQUIRED @ RAFTERS GREATER THAN 8'-0° c 3000 GULFBREEZE PARKWAY •••• GULFBREEZE,FLORIDA 32563 SEE PLAN GUBLE TOP DOUBLE PRE -ENO. TRUSS PLATE SECTION B-B TOP PLATE.~.p DIVISION LOCATION: 2x STUD WALL SEE PLAN &> PORT ST. LUCIE CONV. FRAMED RIDGE m ♦ Job Information: MAY BE NAILED w/ MIN, VERTICAL SCAB 2x8 42 m (4)12d WHEN IT LANDS SPF 4a' O.C. W/ (4) 12d � NEXT TO PRE-ENG. TRUSS 2x8 BILKING. NAILED CO EACH TOP & BOTTOM OR H5 OR a SIDE W/ (3) 12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12d p REQUIRED w/ (2) MT512'S REQUIRED @ RAFTERS GREATER o B THAN 8' 0" COLLAR TIE 0 EVERY 3rd SHEATHIN RAFTER N O H 2X4 BLOCKING BETWEEN OR BEVEL CUTS N v TRUSSES W/ (2) 12d NAILS (OPTIONAL) O z ( d) 1� ® EACH END, CONT. EACH BAY B TB 2%4 SPF W/ (2) #7X31/2" � 0 i-" Ln ++ N 0) ALTERNATING DR WOOD SCREW EACH TRUSS OR HS @ 48" O.C. � N LO 'M BLOCKING PRE-ENG. TRUSS > ate-• M ch CONT. ROOF SHEATHING AT TRUSS TOP STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP. -i % L N . :� 0 ' CO do a SEE PLAN FOR CONNECTION t O J W M B o In IL J 2X4 P.T. BLOCKING BETWEEN DIAGONAL WOOD • 2x8 #2 SYP RIDGE BEAM TRUSSES W/ (2)-12tl NAILS @ EACH END AT 8 -0" MAX TRUSS .�(-*• 2x8 RAFTERS @ 2'-O"O.C. 'O ♦ Model Name/Number: MAX. W/(3)12d COMMON N WALL BELOW TOENAILS TO RIDGE BEAM 2Y.4 RAFTERS SPANS S AN c 1835 (SEE PLANS FOR TYPE) 4 FT @ 2'• OFCRMAX W / (3) 1DO CONC. MASONR2'-0' m Plan Issue Date: COMMON TOE NAILS TO RIDGE BEAM 2X4 CONT. AT STEEL OR WOOD T & B CHORD BEARING SUPPORT TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING Tuesday, November a, zozo ♦ KA PROJECT NUMBER: @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING 20-7924 Y a Sheet: Of: 0 ROOF FRAMING TBOG BLOCKING AND CONVENTIONAL FRAME DETAILS N.rs. Q AND BRACING DETAILS FILE Copv f THERMA-TRU INSTALLATION \\\\ KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard 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 11/4" EMBEDMENT INTO THE MASONRY JAMBS. G� SPA EVE 6" 6" SINGLE DOOR SINGLE DOOR W SIDELITE sr, 6„ 3„ n 3„ 3„ 3hr 3" 3„ I III 111 I i" 3„ 3" 3" 3' 3R 6 6 6hr DOUBLE DOOR W/ SIDELITES pA fE w ;^ 6„ >PACE :VENLY 6 SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO BE 1'-0" IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE FILLED PVC. PIPE. O m TOP OF SLAB Op o z 1 ' 16" MIN. DIAMETER CONCRETE FOOTING -,-)PROTECTION BARRIER DETAIL N.T.S. rho G t ,PACE VENLY i µAge sn„{ Oetw to use In NAL SHINGLES W/ 110R 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. ApOe oo \ A "'q o " aC ,a,se 3C00 ZnO�O00 1¢O as ; valley centerline ' SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY TEXRIRED, PAINTED BEHIND FLASHING LOCATIONS) E%TER. WALL FIMSH AND MINIML M OF 6G ABOVE S" X 6" H GALV. VER'PCAL RISE OF FLASHING VERTICAL WALL FLASHING OONT. AT KNEEWALL T ENTRY PLASTER ST SEALANT ROOF SHINGLES 711 FLASHING DETAILS NOTE: THIS DETAIL IS REQUIRED \ FLASHING AT ALL VERTICAL WALL INTERSECTIONS \ WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF W'DOW AND/OR SGD FRAME MIN.) GLUE STRIP W / ADHESIVE SEALANT & SCREW w/ 3/16" ' x 3 1/2" PHILLIPS FLAT HD. RTAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATIONOFWINDOW ATTACHMENT N.T.S BUCK STRIPS - 1x4 (DEPTH OF Wow. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS1/2" DRYWALL FLAT HD. "TAPCON" SCREW THRU t" ; \ THE W'DOW FRAME INTO MASONRY JAMB MIN. 4" FROM END AND MIN. 16" C.C. 1/8" SHIM SPACE EXT. FINISH DRIP EDGE WINDOW SEALANT 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 2X WOOD (FRAME OY OTHERS �\ SHEATI•iI46 BY OTHERS CAULK BETWEEN FIN &SHEATHiN& EXTERIfJR FINISH 11/2" MIN. EMBEDMENT ---• 0 WOOD SCREW PERIMETER — 'F CAULK BY OTHERS O.A. WINDOW HEIGHT EXTERIOR INTERIOR TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S 1/40 MAX. SHIM SPACE ANDGAUESOF XA MNINIUM ES SHALL C rEND KTEND BACK ON THE EDGE AT EAVES STALIID EITHER NMEW. FINBTALLFn ERE SHALL RE A Mars TINSTALLEO DRIP EWE SHAl eE "NUM OF 12, Ow Wdmum Fastener Spacing (Iambs, Head and Sill) #to, sue" _—= — .—...1.-._ ViolatingFirngn9 Lor' Fixed • Wall framing: #25PrualPine/Fir Or Beier � $Illcane ,,.. - aloxi-Sfz^ -.. �.._ -� Screw Minimum Cross Section View Eder or Sheathing varlabies In codes and boW14gr hOaS It IsleRup fo the and uaxto dKennlne the pvpa7nehNab'an a/drasalteme. LEn /c Tills 0 c I- ip7JV, =1 Before isrs[aYtlng your window, thebuyble wrap maY N peeled beak fof inspKtrnT, but please re stick the wrap to preset tiro bia-kshoo, scratr'hab anti other sla x9e untBcxnswalo, is eomplate. Sep t Measure to be sae the opening is 3/8" to lir larger than the window 5u bath verteally and horpontalty.. • You may wish to pre -drill the imstalletion holes in the fin at ttdstime. Net IroMsM dxmaw ftes arena[ Sep 2 Apply a general bead of sitkahe to the tradmide of the mounting fin. Use enough Mikan to sbfiderltly till all vows between the fin and the wag ahea Sep 3 Inert the window, bred, the opening from the aR#tle. The Window is labeled NmIde" and "azsie", late IF them label have been removed, the gial bead should always be to the inside of the bulW Step Instst shin under the all adjusting them wil the Wd B plumb In the opening, shins should be hetated pier the sell every 2 feet. The window should be basically Lentered in the Meaning with no more than 1/4'gap between the window and wall (rain . Step s Install a 010z 1-1/2'screw, 4'from the eumxv of the fin at each end of the head, sill and both jambe. step 6 Iatat the remaining fasteners in 8' increments from ire corer spews to the ceow of each Game member. Use am not W mar- tighten the some; and Dull them duouglh the fin. Alm, make we the screws go in sbaight and do not Causer the frame to bow Wall Gaming sha9d bea ntlnimum of #2 SVUCOPR*Fk. Fasteners should be#ID Simms of sufficient lentiple to achieve 1-3/8" ebadMInto fhe web and rw lesthare ljr Gan edge of learring, Fa5talerguanatles needed in wdr side of frame to sell r Wildrla Sep 8 If desired, a roam Insulation can be applied to me interior gap between the window and well framing. If applied, NAsraetbe 61 NON LXPANOIyNG TYPE FOAM. Sep 9 Sim theca windows are typically used In rooms with high moisture, is, bataooms, it is reesmmarded that the Interior gap between the windrnv and wall framing also be sealed with aiizahe and tooted so As not to Intones with the insbitalron of wallboard, tit or trim, Step 10 Onre all coroftim ion Is complete, rem ow, the bubbe wrap from the inside and white of the window. If necessary, Lean the books with a mild detergent and warm Water Using a sob cloth. Failure to follow these procedures will void any and all warranties. GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION AND CALL OUTS. I Product Approval Submittal Affidavit Building Address: Contractor: i Building Permit: Product Design Manufacture Model # Attachment Approval # Pressures Method Roofing: DARE IKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING FL7006.1 R-10 1st Choice COUNTY APP. NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. W/ 3/8" MIN PENETRATION THRU SHEATHING Florida Metal Products. Inc ROOFING UNDERLAYMENT: 1st Choice TAMKO BUILDiI U SL( 2nd Choice Overhead Garage Doors: 1st Choice +30.0/-30.0 CLOPAY 2nd Choice 1 +30,0/-32.0 CLOPAY Swing Doors: 1st Choice +67.0/-67.0 THERMA TRU{ FIBERGLASS D THERMA TRU{ H-67.0/-G7.0 2nd Choice craFor-i Acc n 11 FL21580.1 R•1 11- UNDERLAYMENT SHALL BE APPLIED AND FL12328 RS ATTACHED IN ACCORDANCE WITH R905.1.1 2"x6" P.T. WOOD JAMB WITH (5) 1/2" DIA. x 8" "1" BOLTS 2X BUCK ATTACHMENT TO BE ATTACHED WITH 3/16' X 3" TAPCONS MIN, 4" FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 16'O.C. FL16546.1 FL15279.36 fit *\`a0�uu►uu taRD IV{��� V .1`\ lu s •'•. Ob sicN r�Yf�Ifill itlPtttt z i met to Nr a$$ � to 1- Ln In l if -- a - 0 " a m JLL ri FLU h ql z Qv�s�uiN hMOD� ' Z m z 0 h R 31— $ Ls 9? 2 m a LL z� 70 a Sy,a g " 2 0� IM In ll L �' 8WE l :'rn�i ds"a9' W 0 J g0c"€ ❑❑❑ ° 5 I'm� WAfw.rDSEwq.COM 1 i (9 ' Z � ! z CII m J N 1 � i z z N ( In MJ 1 n1 12 DID j C6 Q c+ m V — Q W 2 ' LJi c � cm ro = m i/-00 p 004s p� 9 Q N OO o�p 49 M H �w — �vrasate nvmasa� FL20461.1 9 FL20461.19 I FLORIDA CONTRACTORS LICENSE NO. CRC1330146 FL20461.2 1 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: 1st Choice +0 -146.3 / The Ta co Group7" P Sta ered �_ a,swrrvhc¢u a ccL rtvslrll"� NAILS 1/" LONG WITH"1/8" DIA. SHANKS & 3/8" DIA. HEADS FL20403.17 RA PORT ST. LUCI E Shakes AT 10" O.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL a N.A. N.A. N A S 2nd ChoiceSHALL BE BEYOND WALL DRESSING Job Information: r Windows:Tie) a 0p 1st Choice +40/f0 MI WINDOWS 3540 SERIES SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON FL 17676.1 R9 Single Hung (fin) ANCHOR WITH MIN. 14b" EMBED. TO ALL FACTORY DESIGNATIONS wrFH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS OI MI WINDOWS 3540 SERIES +40/30 Single Hung (flange) OOR UFRCIIENTIOT LT THROUGH TO VIDDE BUCK USE #8 WOOD SO WOOD BUCK. FL 17676.8 R9 ,? 3540 SERIES +50.0/-50.0 MI WINDOWS Picture window SUFFIENT LENGTH TO ACHIEVE liz" INCH MINIMUM EMBEDMENT FL18644.3 R3 4 ill WOOD SUBSTRATE. r j o I.E—. Mullions: v M-1926 Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CUP INTO CONCRETE FL 18504.1 1st Choice MI WINDOWS Mullion 3/16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE 1Ek z Horizontal FL 15804.2 M-1926 MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM v LO Mid 0"EDGE DISTANCE Fixed Glass: 1st Choice +50.0/-50.0 US BLOCK 825 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WINDOW WITH MIN. IA" EMBED. TO ALL FACTORY DESIGNATIONS ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD 2nd Choice BE BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK, 3rd Choice Soffit: 1st Choice +55.0/-35.0 KAYCAN LTD 8" BEADED SOLID SOFFIT VINYL 1 1/2" NAILS 10" O.C. IN DIRECTION OF SOFFIT LENGTH Hurricane Panels: 1st ChoiceF�46 PSF EXT/ HURRICANE STORM PANEL MFG. INC. 24" Ga. Galvanized DIRECT MOUNT. TOP i/a"-20 MALE pANELMATE W/ WINGNUTS AT 121E O.C. BOTTOM 1/V-20 SIDEWALK PSF INT. Steel Storm Panels BOLT w/ POWERS CALK4N I have reviewed the above components of cladding and have approved the ir use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: FI. # 56126 Name: TODD M. BORN Certification Number: A. # 82126 Name: Luis Pablo Torres Certification Number: FI. # 87864 a Uj N y Y M > v 00 04 to -j ' 3 m 00 tired a^y FL18644.3 R-3 L e3 O Jm(nf%) LL1 uI L!. Model Name / Number: FL16503.4 R-3 = 1835 Lao VT Plan Issue Date: FLi6293.1 � Tuesday, November 3, 2020 0 v KA PROJECT NUMBER: Y 20-7924 a m Sheet: S-5 Of: m MATERIAL REFERENCE INFO (PSL) 'I Ponetratlon I MECHANICALLY FASTEN AS FOLD UP WEATHER WEATHER RESISTIVE FLASHING REQUIREMENTS THESE DETAILS ARE GENERIC AND MEANT TO SHOW NECESSARY IN CORNERS THROUGH A RESISTIVE BARRIER & GENERAL FLASHING AND WATERPROOFING METHODS SELF -ADHERED FLASHING TEMPORARILY SECURE BARRIER DOOR ROUGH OPENING TO BE USED. R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior WEATHER WINDOW UNIT wall envelope shall Include flashing as described In Section R703A. A water -resistive barter Is described as a )IRESISITIVE material behind an exterior wall covering that Is Intended to resist liquid water that has penetrated behind the exterior BARRIER WOOD FRAME CONSTR. SLOPE covering from further Intruding Into the exterior wall assembly. An exterior wall covering Is described as a material Or TAPE •� EXTERIOR SHEATHING SELF -ADHERED FLASHING BY LAPPING DOWN 3/4"-1"BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER 0.3 in: 12.0 in SELF -ADHERED FLASHING assembly of materials applied on the exterior side of exterior walls for the purpose of providing a weather-resistive OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN (0.6 cm: 30.5 cm) barrier, Insulation, or for aesthetics, Including but not limited to, veneers, siding, exterior Insulation and finish systems, " WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND CAULKING SELF -ADHERED FLASHING PRODUCTS DETAILS architectural trim and embellishments such as comic", soffits, and fascias. NesF.uaF"wiuno'u; OR EQUAL WEATHER PROOF R703.2 Water -resistive barrier. One layer of No. 13 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such WEATHER SELF -ADHERED FLASHING EXTERIOR RESISITIVE CEMT. FIN. TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2Inches BARRIER ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 (51 ram). Where joints occur, felt shell be lapped not less than B Inches (162 ram). The thit or other approved materiel SEAL TOPS OF JOISTS II shall be continuous to the top of walls and terminated at penetrations and building appendages In a manner to meet the DECKING UNDER DECKING {{III SUSFLOOR requirements of the exterior wail envelope as described in Section R703.1. (SEE DETAIL WP0 SELF -ADHERED FLASHING R703.7.3 Water -resistive barriers shall be installed as required In Section R703.2 and, where applied over wood rased WIRE LATH Detail Instructions sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of HEAD FLASHING TIE-IN INSTRUXTIONS: RIM JOIST Grade D paper. The individual layers shall be installed independently such that each layer provides a separate 1. Cut, fold up & temporarlly secure weather "� Refer to the number marked as ® in each detail that corresponds tothe continuous plane and any flashing (installed In accordance with Section R703.4) Intended to drain to the water -resistive resistive barrier above header to allow for fleshing installation numbered items in the list of instructions below: barter Is directed between the layers. 2. Self -adhered flashing plus head flashing under weather BUILDING resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape O 2 O 2 PAPER 2 O 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater then that Of 60-minute Grade D paper end is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion In a manner to prevent entry of water Into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes Scale: NTs SELF -ADHERED FLASHING SELF -ADHERED FLASHING FLANGED WINDOW WPM 1 SELF -ADHERED FLASHING IWP02 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER W PO scoring Cuts used as flashing shall comply with AAMA 711. Ail exterior fenestration products shall be sealed at the juncture with the FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIERC1291,adhere EXTERIOR DOOR WITH DECK - SECTION A 5. Remove all release paper per standard installation instructions and building wall with a sealant complying with AAMA 800 or ASTM C920 Class 23 Grade NS or greater for proper joint to substrate using a square piece of flashing material (6" x 6" other approved standard as 1appropriate.Thelas for the type to sealant. expansion and contraction, ASTM flashing next 81r walls Fluid -applied membranes used as flashing In exterior walls shall comply with AAMA 73A. The flashing shall extend to the EXTERIOR SHEATHING RUBBERIZED' RUBBERIZED RUBBERIZED ASPHALT Minimum)surface of the exterior wall finish. Approved corrosion resistant flashings shall be Installed at the following locations: SHEATHING -� 3/4"-1" BEAD OF CONSTR. ADHESIVE TO APPLIED UNDER INSTALL SELF -ADHERED FLASHING JAMB &HEAD ADHESIVEFoldEXTERIOR ASPHALT ADHESIVE as shown m arrows 6. Angle 7. Angle Of Comer may vary, adjust folding of the flashing accordingly to fit 1. Exterior window and door openings. Flashing 8t exterior window end door O enl p p ngs shall extend to the surface of the F THRESHOLD OF DOOR AND RETURN FLASHING, SEE SELF -ADHERED FLASHING exterior wall finish or to the water -resistive banner complying with Section 703.2 for subsequent drainage. UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW (SEE DETAIL WP01) tight to corner Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings REFER TO TECHNICAL OR EQUAL WEATHER PROOF CAULKING 4 1 $, Mechanically fasten as necessary shall be installed In accordance with one or more of the following; LETTER ON CHEMICAL SCORED COMPATIBILITY , RELEASE PAPER 1.1 The fenestration manufacturer's installation and (lashing instructions, or for applications not addressed In the �r BEFORE FOLDING, SCORE fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where i SELF -ADHERED SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" RELEASE PAPER Dashing instructions or details are not provided, pan flashing shell tar installed at the sill of exterior window and FLASHING VERTICALLY FROM STO HOWN) nDHESWEAssHowNi pen ngs. rg shall be sealed or sloped In Such a maanor as to direct water to the surface of the door openings. Pan flash) BOTTOM OF exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall THRESHOLD MECHANICALLY FASTEN AS incorporate flashing or protection at the head and sides. z s SECTION -A NECESSARY IN CORNERS THROUGH 1.2. In accordance with the flashing design or method of a registered design professional. (SEE DETAIL WP02) SELF -ADHERED FLASHING 1.3. In accordance with Other approved methods. 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 260, FMA/AAMA/ WDMA 300 or FLASHINGERED O FMA/AAMA/WDMA 400. 2 2. At the Intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both s SELF -ADHERED FLASHING 5 sides under stucco copings. NAILING FLANGE 1 O 4 3. Under and at the ends of masonry, wood or metal copings and sills. DO NOT FLASH OVER 2 SEAL TOPS OF JOISTS UNDER DECKING 8 6 4. Continuously above all projecting wood trim. BOTTOM NAILING FLANGE 8 (SEE DETAIL WP07) 7 S. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. S. At wall and roof Intersections. SELF -ADHERED FLASHING W PO4 SELF -ADHERED FLASHING IWPO5 SELF -ADHERED FLASHING (� W PO 7. At built-in HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER V gutters. SELF -ADHERED FLASHING - DECK PROTECTOR SHEATHING 7/8" Cement last r 7/8" Cement Plaster -- - naccordance Hance in accordance with -' ASTMC926 ASTMC926 - --- SELF -ADHERED FLASHING PATCH °._"- � � ' ` . � � '` _ Felt backed metal Felt backed metal lathe in accordance lathe in accordance SELF -ADHERED FLASHING with ASTMC1063 with ASTMC1063 DECK PROTECTOR Building Paper Building Paper \LL p I 7l16"O.S.B. 7/16" O.S.B. '� d '% �', sheathing. �', sheathing I i DOUBLE �,• • / ; ' ' . , .. '. - Keep top edge SINGLE JOIST JOIST SELF -ADHERED FLASHING -�, , Metal Flashing of weep screed SELF -ADHERED FLASHING 1 2" below top of 31/2" � �. � �,' block 2 Unperforated 3" MIN J 4 _ Flange 7/8" Vulcum Weep Screed cauk bottom O 5 joint only "= Maintain Metal Flashing Bottom of 3-1/2" Unperforated SELF -ADHERED FLASHING EKED F W P07 SELF -ADHERED FLASHING ^x W PO APPLYA LIQUID FLASHING TO THE MASONRY OPENING (HEAD, JAMB, SILL) IN \ A �]09 ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE �/ V r" Weep Screed 1 1/2" to 2" Flange 7/8" Weep Screed \LF-AD JOIST OUTSIDE CORNER V Above Roof INSTALLATION OF THE BUCK/RECEPTOR. 1/2" Cementitious Sheathing Decorative Finish 5 • • o, All inside and outside corner will 0 need to be miter EXTERIOR WINDOW UNIT cut and caulked all CEMT. FIN. Cement Plaster butt joints need to BUILDING PAPER in accordance °• °'' becaulked using SLOPE SLOPE with ASTMC926 Vulcum caulk for all SLOPE 0.3 in: 12.0 in 0.3 in: 12.0 in (0.6 cm : 30.5 cm) 0.3 in: 12.0 in (0.6 cm: 30.5 cm) over wood 2nd floor (0.6 cm : 30.5 cm) _Z --- -- SELF-ADHERED FLASHING WIRE LATH SELF -ADHERED FLASHING Fes- EXTERIOR CEMT. FIN, BUILDING PAPER WIRE LATH V 1/2" Cement Plaster Finish SELF -ADHERED FLASHING F7- Block WIRE LATH 21/2" Perforated ° Flange 1/2" Weep BUILDING PAPER Cement °, Screed BUILDING PAPER Plaster over block l st floor EXTERIOR WINDOW UNIT CEMT. FIN. Slab Install bottom edge of weep screed 1" below finish floor OPTIONAL DETAIL 3 3 O Note: The building paper and metal lath must be installed over the top of WEEP SCREED DETAIL SELF -ADHERED FLASHING W P 1 O SELF -ADHERED SILL W P 1 1 CEMT FINISH PARAPET WALL [YV SELF -ADHERED FLASHING P 12 the Weep Screed. SCALE: NOT TO SCALE CEMT. FINISH WINDOW HEAD CEMT F NSH WINDOW R m v 09 I lflfur//j \\\`\`\`��N\till Wtv P `• N E d GF 6, j, Qom/ aJ C i :• 1 V 1 9-00 N LO 00 s z y Q ii ..a aP";t' D N .gym At B�N�.g 2x BNmnc 4 Q dw "S m oa' F 2w 8 d Peg 0.IL 0 0 y d lea ue" Is U g d �s ` .t try;.., W $ a WWW FDSENG.COM 000 U z m - 0 0 z ry 10 J N a r - rO Z N �N U ro w o � y U w � ill `�u-ia�n- Ln c ,r)� = m M +L F J f6 U o W U _ 0 N nAM4M LJf1f IWCZ FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: LIB 0 Z LO W � 0 O CL m ai Z N Lit Hi0 > GO N a QJ/�LU � LO o L -1W 0 Model Name / Number: 1835 Plan Issue Date: Tuesday, November 3, 2020 KA PROJECT NUMBER: 20-7924 Y Sheet: Of: N WATER PROOF DETAILS 5" bath duct to roof cap w/ standard 70 cfm bath fan 5" bath duct to roof cap w/ standard 70 cfm bath fan —light I rare* �I�IIIIIIIICII�I C11�11i11Y11 _ i - _ _ - - i _ ROOF,' --------------- =71�I�IC'I: �iC]III�IG S 0 1112x6 1 wcd 12x12 rag • rag mv OMY ;,..1... 10x6 . • 1wcd tiff v 41 ..r "-16-940 +w11L; v "" - F&j -T .. • UN -� 85 1 r, r *r ou E NOTE TO BUILDER: M 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 1803 plen scale :1/4"=1'0" z_� platform bldr by U _-________� i g7KJL� i �ssrM •--------------------------- I i -I1s - + 4 dryer wall cap 5" bath duct to roof cap w/ standard 70 cfm bath fan 42X42 A/C SLAB BY BLDR MIN 2' FROM WALL 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. ARE k C LCULAIIONS Wd RM LMM � uai�lp imu air njL& WMna6.ImlMW 71iLR 0 97 LOU :3 FM Ym DOE n.msyti HEMNM4 M PROW � m7m U s Q) V O N � O s s L LU 0 0 Lo W 0 Q O a I > I) 1_0 m QNO z� .. 00N O >- (n w •• > z z o LU _j Q CY] l­— Q D _j O D Q 0:� mI _jU)0l