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HomeMy WebLinkAboutBuilding PlansEm v tm* TERMITE SPECIFICATIONS: R318.1 TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, 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 APPLICATION 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: 'Eems 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.EE EXTERIOR COVERING 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. 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 GAGE NAILS HAVING A 7/16" HEAD, OR 7/8" LONG, 16 GAGE STAPLES SPACED NOT MORE THAN 6 INCHES ON CENTER VERTICALLY AND HORIZONTALLY (REF. 2017 FRC R703.7.11, 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. R703.7.3 WATER -RESISTIVE BARRIERS. WATER -RESISTIVE BARRIERS SHALL BE INSTALLED WHERE CEMENT PLASTER (STUCCO) IS TO BE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. THE BARRIERS SHALL CONSIST OF ONE OF THE FOLLOWING. 1. TWO LAYERS OF AN APPROVED WATER RESISTANT BARRIER MATERIAL IN ACCORDANCE WITH R703.2. 2. ONE LAYER OFAN APPROVED WATER -RESISTIVE BARRIER (PAPERBACKED STUCCO LATH) OVER AN APPROVED SYNTHETIC HOUSE WRAP. R703.4FLASHING. 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. • 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, STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA CAST IN PLACE CONCRETE CODE CRITERIA 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5" 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 EN{,S OF ALL TOP BARS OF BEAMS. FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL FLORIDA FIRE PREVENTION CODE 6TH EDITION (2017) 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. FLORIDA BUILDING. CODE ACCESSIBILITY 6TH EDITION (2017) NFPA 70.14, NATIONAL ELECTRICAL CODES (NEC 2014) & 6TH FBCR Ch. 34.43 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 LBS 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 & FILLED CELLS SHALL BE SECURED IN PLACE BY 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 CF RECORD FOR WRITTEN APPROVAL. 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADC N GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 6th. EDITION (2017) IS TO BE IMPLEMENTED. 1`303.4.1 CONCRETE STRENGTH N 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 REPLAC ED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. 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 APA PLYWOOD DESIGN SPECIFICATION 2012 EDITION AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE/SEI 7-10 ALUMINUM DESIGN MANUAL-2015 EDITION 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (8) LOCAL STATE AND FEDERAL BODIES MASONRY WALL CONST. 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 If m =1500 PSI ) DEFLECTION CRITERIA 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C27012A. 3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS 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 DIA OR 1OFT, WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER l. AS A STOP IS PROHIBITED. S. 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 ROOFTRUSSES* ROOF RAFTERS ROOF RAFTERS (W/O CLG) FLOOR TRUSSES/ BEAMS ** FLOOR I -JOIST** * LL/360 LL/180 LL/360 LL/360 LL/480 TL/240 TL/120 TL/240 TL/240 TL/240 COMMMENTS: *TL MAX 2" UP TO 4OFT SPAN **TL MAX 3/4" ** * TL MAX 1/2" GENERAL ROOF LOADING WOOD CONSTRUCTION SHINGLE ROOF (PSF) METAL ROOF (PSF) TILE ROOF (PSF) HEAVY ROOF (PSF) 1. ALL EXTERIOR WOOD STUD WALLS BEARINGWALL HEAR WALL AND MI S, S S SC, STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL SHALL BE USED. ATAMINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. NIT 19% OR LEASE U.N.O. ALL WATERPROOFING AND 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE BE DESIGNED FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE 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. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED, 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. TOP CHORD LL TOP CHORD DL 20 7 20 7 20 15 20 25 BOTTOM CHORD LL* BOTTOM CHORD DL 0 10 0 10 0. 10 0 10 TOTAL (PSF) 37 37 45 55 BOTTOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE ATTICS W/ HEAVY STORAGE * ATTICS W/ NO STORAGE 20 50 10 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS (NON -CONCURRENT) S. 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.I.7E Fb=2400 PSI MIN, 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: . ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR OR OSB NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN APPROVAL FROM FOR OR INDICATED ON PLAN FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. /+ /► GENERAL FLOOR LOADING WALL SHEATHING: 7/16" STRUCTURAL I OSB EXPOSURE 1 OR 15/32" RATED OSS EXPOSURE 1 A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. TOP CHORD LL TOP CHORD DL 40 (PSF) 10 (PSF) COMMMENTS PRE ENGINEERED WOOD TRUSSES BOTTOM CHORD LL o (PSF) BOTTOM CHORD DL 5 (PSF) 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO. THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER L PLAN STRUCTUPREFABRICATED 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. ' SPECIAL FLOOR LOADING 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL 'CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. GAME ROOM BALCONIES/ DECKS BALCONIES OVER 100 SQ:FT LIGHT STORAGE 60 (PSF) 40 (PSF) 100 (PSF) 125 (PSF) COMMMENTS: LIBRARIES 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED AND SEALED BY FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. READING ROOMS STACK ROOMS 60 (PSF) 150 (PSF) GUARD RAIL 0 HAND RAILS (d) GUARD RAILS IN FILL COMP. (f) ROOMS OTHER THAN SLEEPING SLEEPING ROOM STAIRS 200 (PSF) 50 (PSF) 40 (PSF) 30 (PSF) 40 (PSF) UPLIFT CONNECTORS FOOT NOTES Y P d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT AN POINT ALONG 0 G THE TOP. I: BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED, PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR MORE INFO. WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE! COEFFICIENT +/- 0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME iS 15FT, AND FOR 2 STORY HOME IS 30FT ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 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 (+) 27.6 (+) 27.6 10 (-) 29.9 (-) 37.0 (+) 26.5 (+) 26.5 20 (-) 28.8 1-) 34.4 O 0 50 W 24.8 (+) 24.8 O.. 0 (-) 27.1 (-) 31.1 0 06 (+) 23.4 (+) 23.4 100 (-) ! 25.7 (-) 28.8 DIAGRAM GARAGE DOORS- SOFFIT 9'-0" x 7'-O" 16"0" x 7'-0" (-) 51.3 (+) 24.3 (+) 23.3 (-) 27.5 0 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY W/IN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. SEE FLOOR PLAN FOR ACTUAL PRESSURES INDEX OF DRAWINGS SHT NO:I TITLE 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 3.1 FOUNDATION DETAILS 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS S-4 DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: 1. MISSED "J" BOLTS FOR W000 BEARING WALLS MAY 8E SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE PLAN FOR 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. it Is the Intent of Designer/Engineer listed In the tltleblock of these documents that these documents be accurate, providing Licensed EMBEDMENT DEPTH AT FLOOR STEPS. 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32h LONG 45 BAR INTO 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET. ELEVATIONS IF SHOWN. 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. Professionals clear information. Every attempt has been made to j THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE) MIXED PER THE MFGR'S INSTRUCTIONS. 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE prevent error. The Builder and all subcontractors are required to review all the information Contained in these documents, prior to ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE. REMOVED FROM THE HOLE BY BRUSHING AND. USING COMPRESSED AIR PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY 6TH EDITION (2017) RESIDENTIAL. the commencement of any work. The Designer/Engineer are not ; CONTROL OF CONSTRUCTION SITE: DURING BOND BEAM POUR. responsible for any plan errors, omissions,or misinterpretations 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) 415 VERT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. undetected and not reported to the Designer / Engineer prior to i KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE TO FOOTING). construction. All construction MUST be in accordance to the 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTIONMAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4)'A"x 25$" TITENS TO CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE information found in these documents. Any questions regarding the MASONRY AND (7)-1od NAILS TO TRUSS FOR UPLIFTS SS THAN 860 LES (USE (2) MTSMI6.FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE , Information found in these plans should be directed to our Quality .i MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 1 1/2" SOS 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, OR ANY OTHER Assurance Manager at 321.972.0491 immediately. No backcharges j PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED TO, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER will be considered for reimbursement by the Designer/Engineer NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON. without advanced notification and approval by the MISSED, CONTACT THE FOR FOR SUBSTITUTION. Designer/Engineer. Payments will be made In accordance to the teMIS of tha agreement. ; F 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON R75 w/ (26) CODE REFERENCES ARE SUMMARIES FO CODE. SECTIONS. 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 SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION, ; FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. a MASTER REVISIONS DATE DESCRIPTION orthwest Florida® `000 GULFBREEZZE PARKWAY UULF: f EEZE, FLnRI DA :32 ST. iI C1 "COUNTNG D SION REVIEWED FOR COMP C REVIEWED BY i u DATE PLANS AND PERMIT T BE KEPT ONJCsB SITE OR NO INSPECT N(S) WILL BE MADE �p9%"%J11111 IN/ e J TS0' A B ,•[SfQQ. v gS to"A N V w gF F (S m .. gg G � m d at m � �m ti s 5'� 0 " MP-EFA B" aE a 15t NQImp �N auivi 'N� Zgn• zo IN cai " www.FosaG.CM 1111 ❑ t9 ro � 0 z g Z "WO NNQ p`��jj Q EL IL �nn U�J ) z Z InLu t9 a f0 p E �OLn w o U N E FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE IVI Job information: O G W O y l 0) > °'iL Y h Z m ca A E ¢00 `m �J LL1 ®ED(nU) 0 VI Model Name / Number: 2265 Plan Issue Date: Friday, May 22, 2020 KA PROJECT NUMBER: 20-3503 Sheet: Of: COVER SHEET FILE BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT MARK SPACING CAP.(P10 TOP BOTTOM SPECIES NO BWl :La. (2)16d TOENAILS (2) led TOENAILS SPF UPLIFT SP2 W/ (6)-10d SPI W/ (%1Od BW2 0 18` STUD, (6)100 PLATE STUD, (4)10d PLATE SPF 402 BEDS 18" (2) SP2 W/ (6)10d (2) SP1 W/ (6)10d SPF 803 STUD led PLATE STUD, 4 lOdPLATE NO BW4 Is- (2)13d TOENAILS (2) led TOENAILS SYP UPLIFT BI SP2 W/ (8}10d SPI W/ (S)-10d is. STUD, 8 10d PLATE STUD 4 10d PLATE SYP 439 (2) SP2 W/ (6)10d SPI W/ (e}104 BW6 16" STUD 6 10d PLATE STUD, 4 10d PLATE SYP 878 No BW7 12" (2) led TOENAILS (2)16d TOENAILS SPF uruFr up BW8 SP2 W/(6}10d SPI W/ (6),10d 12" STUD, (e) 10d PLATE STUD, (4) 10d PLATE SPF 535. BW9 (STUD, 12^ (6)1.06 PLATE STUD, (4) Od PLATE SIPF 1070 BW10 12" (2) S6d TOENAILS. (2)16d TOENAILS SYP 0 BW11 SP2 W/ (6)40d SPI W/ (6}1od 12" SAID, (6) IOd PLATE STUD, (4)10d PLATE SYP 585 BW12 (2) SP2 w/ (6) Tod SP1 Tod W/ (G 12" STUD, (6)10d PLATE STUD, (4) 10d PLATE SYP 1.170 FB W-1 311 NOT USED TOP OF. WALL ,-6/--DOUBLE 2x TOP PLATE SEE PLAN 47 MASONRY WALL OR ICF WALL. SEE PLAN 2x STUDS PER DOUBLE 2x HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WFIx FORCONNECTION INFO. IF HEADER I' WffHIN WALL INDICATED ABOVE WITH --SEE MS03/SS FOR NO UPUFT CONNECTORS ERG WALL TO INDICATED IN WFO9 CAN MASONRY WALL BE IGNORED. o CONNECTION INFO 2x MID -SPAN BLOCKING CONNECTORS IN/ (2)1.2d TOENAILS rip TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN 8'-0' SCHEDULE ABOVE F.F. SEE FOUNDATION -.' . ' ^"-?•+ PLAN FOR MORE 2X P.T. W/ 1/2" AA 0 32' D.C.. W/ 7" INFO. EMBEDMENT OR 3/2- A.T.R. W/ SIMPSON SET W/ SW- SHEARWALL MIN. 7' EMBEDMENT PAST STEP DOWN. ? REQUIRES MIN ALT.: SIMPSON 1/2" TTEN HD D 32" O.C. 7/16" OSB PLYWT EMBEDMENT W/ SASEE G NE . ERAL NOTE BRGWALL DETAIL IN FIELD AND EDGE• GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME NA STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. 3. CONNECTIONS TO BE INSTALLED TO FACH STUD AS INDICATED 4. SP4, SP6 AND BPS CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SPS AND SP2 INDICATED IN SCHEDULE ABOVE 5. IF "BW' IS INDICATED ON SECOND FLOOR SASE CONNECTION TO IGNORED. SEE WF08/53.10R INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO FIRST FLOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) 8. IF "SW" IS INDICATED THE WALL IS CO OERED A AND REQUIRES MIN. ELDA ND ED Sd AT 4"O.C.INFIELDAND EDGE TOUSIDEEWALL 7LL OSS 4" EXTPLYWOODS /NAILS 7. ALL 2x EXTERIOR WALLS W/ EXTERIOR SHFAm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lOd=0.148" DIA. x 3" LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER. UPLIFT(Lb) 61 (3)2x4#2 SPF (4)-Sad TOENAILS 0 C2 (3) 2 x 4 #2 SPF DTT2Z W/ 1/2' WEDGE ANCHOR* & (S) 1/4* X i'ok 2145 SDS SCREWS C3 (3) 2 x 4 SYP #1 OR (4) -16d TOENAILS 0 a (4) 2 x 4 SPF #2 DTT2Z W/ 1/2- WEDGE ANCHOR* & (8)1/4" X 11/2' 2145 SDS SCREWS C5 4 x 4 P.T.#2 ABU44 W/ 5/8" ATR** G = 0665 U = 2200 SYP POST & (12) - led NAILS 6 x 6 P.T. 02 ABU86 W/ 5/8" ATR** G -12000 CB SYP POST & (12) -led NAILS U - 2300 8x 8 P.T.#2 ABUSE W/(21. 5/8"ATR- * G=24335 C7 SYP POST &(18)-16d NAILS U=2320 CB 3.5 x3.5 P.L. 1.8E fb2400 PSI HDUSSDI W/(1A)1/4"x 21/2- SDS WS It 5/8' EPDXY 5645 (WOLMANIZED IF EXT.) ANCHOR, OR ATR** 35 X525 P.L. HDU53DS2.5 W/ 414) 1/4-1 C9 .1.8E Fb--2400 PSI 21/2" SDS WS & 5/8" EXOPY 5645 (WOUMANIZED IF EXT. ANCHOR. OR ATR** C10 3.5 x 7 P.L. 1.8E Fb-2400 PSI HOU85D52.5 W/ (20) 1/4- x 21/2' SDS WS & 7/8- EPDXY 69TO (WOLMANIZED IF II ANCHOR OR ATR*** 1c:Y1 5.25 x 5.25 P.L. 1.8E Fb12400 PSI (WOLMANIZED IF EXT.) HDU8-SDS2.5 W/ (20)1/4' x 21/2- SDS WS & 7/8' EPDXY ANCHOR, OR ATR*- 7870 -7 x 7 P.L. HDU&SDS2.5 W/ (20) 1/4" x 12 1.eE�ANIZFn EPDXY 7870 IFSEXT. (WOGENERAL ANCHOROR ATR***S" COLUMN NOTES 1. SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH LINO. 2. ALL STRUCTURAL LUMBER TO BE SYP #10R SPF #2 UNO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL WF37/S3 4. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2" ATR 6" EMBEDMENT FOR 5/8" ATR S" EMBEDMENT FOR 7/8" ATR S. IF 101 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 (LBE) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL VIA. / LENGTH PNEUMATIC GUN COMMON W. GUN APPLICATION NAIL DIA.1EbMTH NAIL SPACING ad 0.131" X 2 W 0.131" X 2 %- SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS 10d OR 12d OA48" X 3' OA31" X 3' SEE PLAN BLOCKING & TOE 0.148' X 3 V." 0.131' X 3 4" NAILS & TOP PLATE 12d OA48" X 3 W 0.131' X 31A' S" O.C.(COMMON) STUD WALL 6' O.C. GUN NAIL CORNERS 10d 0.148" X 3" 0.131" X 3" 8" O.C.(COMMON) STUD PACK 6" O.C. GUN NAIL COLUMNS ISO 0.1621 X 3IhI 0,131' X 31A" (2)16D(COMMON) SEE PLAN (3)16D ( GUN NAILS) BEAM SCHEDULE M(ARK,\ BEAM SIZE CONNECTIONS W/IB" N: PROVIDE OSB FLITCH PLATE. NAILYP MPSOCONNENILSTAIS OR (2)2) \� BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS 0 12" OR (2) SIMPSON HETA15 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2)- 2 x 10 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) 050 FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) B BEAM TOGETHER USING (2) SIMPSON HT520 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)- 2 x 12 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) 098 FLITCH PLATE. NAIL I SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS 0 12' OR (2) SIMPSON HEFA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2)- 1 3/4' x 111/4" LVL CONNECTION: PROVIDE (2) 2.0E Fb=2600 PSI. NAIL BEAM SIMPSON LSTA24 OR 12) M4 TOGETHER USING (2) ROWS HTS20 TO WOOD POST 1/4" x S 1,�201 SDS WOOD OR (2) I OR (2) SIMPSON HETA16 CMU ®16" O.C. TYP SCREEACH N. COL. U.N.O. ON ROOF PLAN. SIDE. EACH SIDE. (2)-13/4" x 117/8' LVL 2.0E Fb=2600 PSI. NAIL BEAM .CONNECTION: PROVIDE (2) TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 3 1/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS 016" O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. (2)- 13/4"xIs- LVL 2.OEPI>=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) Nf TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 31/2` Bps WOOD SIMPSON NTS20 TO WOOD POST SCREWS 016" 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 H1 2 -2X6 #2 SYP O SEE GENERAL HEADER NOTE # 5 RA N #5 WI 1/2"F I L TC H PLATE THIS SHEET H2 FLITCH L HEADER NOTE #5 W/ 1/2* PLATE THIS S SHEET H3 (2) - 2X10 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 117 FLITCH PLATE THIS SHEET Q(2) - 2X12 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET HS (2) -1 3/4" X 11 114 ATTACH TOGETHER W/ (2) ROWS 1/4- X 3 1/2' LVL 2.0E Fb-�600 PSI SDS WD SCREWS 016" O.C. TYP. EACH SIDE HB (2)-1 3/4" X 91/4 ATTACH TOGETHER WI (3) ROWS 1/4"X 31/2' LVL 2.0E Fb=2600 PSI SDS WD SCREWS@ Is' DC, TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS & STUDS RED. AT OPENINGS OPENING 2x4 WALL 2x6 OR 2xS WALL JACKS T KINGS JACKS KINGS SIZE EA. END I EA. END EA. END EA. END I'-0" 3 11" (1) (2) (1) (2) 4'-0"-9',0" (2) (3) (2) (2) (3) (4) (3) (4) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE 1st FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS 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 NAILS AT 12" o.c. ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER. 6. FASTEN ALL HEADERS TO KING STUDS WITH (3) 12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. R/SH =I gg R'N KI � I CI R/SH 1-�A 68 0 T.P. maiiiiiiiiijil gn GARDEN TUB 2 - R/SH I z QO I I �1 m ~ w w I� WC0 Nam= ■ YES NO MASTER BA. OPTIONS 3040 (1) PC. RBERGLAS SHOWER IN LIEU OF LINEN CLOSET W/ (1) L.E.D. DISC LT. 3'-4" X 4'-0" TEMP. FIXED GLS. WINDOW OPTIONAL FLOOR PLAN SCALE: 1/4" = V-O" O (V in tPI0 25 SH TUB / SHOWER N' 1668 UNIT tO i 0" CLG BEDR OM 4 C�0 BATH 3 H1� a 8'-0" CLG `o x oT ' N N I o 0 BW1 /A:B.--------- ATTACHMENT - - 16" PRECAST AB VE LANAI C Ell CINI 8. 0" CLG 00 0 10'-0" B 14'-0" O IBL 25 SH 8'--0"" CLG N N I IBS 668 2868 f G.T. �- �+ FLR ' R/SH 8' CLG 36" FLAT BAR LINE r` TOP ON 341h" R/SH N a WALL co , 3'-6" , 2'-8" 3'-6" 3'- .0" 2'-11" 18'-9" 13' 10" , 68 2668 ----- -------- R/SH I R/SH •" � 4'd0" 3'43" 5'^4" W.I.C. WWI.0 ' o 12'-11" r `-I BEDR OM 3 ; 0 KITCHENgg I FAMILY ROOM `I I ' I 10'-0" CLG N I 3450 SH 1 TA OH4 (2) 3050 SH 8'-0" CLG `y ' 10'-0" CLG p ' '' R/SH ¢ w R/ SH Z , 1 r m w O� N D IG.r. u N w to O'S BATH TN to N ' 2'-2" II 4/ObP'G N - `,G O 5" 2'-3" "H I 5'-4" 4'-1O" u I k 8'-0CLG DROP 68.. iv W CLG is 11'-7" 7'-2' I 2468 1 � 3X5 o O I F.G. SHWR 8'-0„ CLG N I I 6" WALL I I BW3 I m 3'8" HANSON 1= FOYER DINING ROOM 4 X 10'-0" CLG 1-00'" CLG ' • I I.. C5 w i a I @ 36' AFF 1 O1 ('AT 10'-0" �p I r WX10" ,O ip QUT1LITV I 8'-0" CLG I CORNER Ir� I 25 T B /SHOWER M I cox Ia PROJECTIONS 0 ALL LOC'8 I s WF39 g a O V 31D 3� " DRYE VENT SHOWN S3 H4 2❑ ; c ` - - - - - O -� LIVING ROOM - N o a s -I I 2.2668 .q o w THRU I o: ; u I MAX 1- DOE " 4 T 35' ; ❑1 N ER DOOR NIT INVERTED HIP TO 10' - W - - - - - - - - - - - - , S EEN WAL VERIFY WINDOW TYPE I v R/SH i v L� J u WITH ELEVATION 3068TPA j \ .. 2858 N EGRESS \ .-_ (2) - 12" SIDELrrES I HMS03 BW3 (1) SIMPSON I O TRANSOM ABV. DBL 26 SH i C MET. T'HLD OTRANS. \ 8-1 -- C2 REQUIRED BETWEEN OPENINGS MS03 S1 CD _4 I ' , ABV © S-3 R SEE ELEV \ 14'-2" i ATTICACCESS LOCATEIN FIELD 22_xSW MIN ---------- , 3 CAR GARAGE N 8'-0" CLG N ___-__ ________________ I I ( i I , I � l , I � I � I , I , MS12 HOSE S-2 BIBB 1 I H I I I 16 X 7 OVERHEAD DOOR -4" 16--0„ I � W-W 6'-2„ I I ENTRY S-3... I \ li 10'0" 7.O.M, R I ROOF TRS ABV mIIE CD04 DBL 25 SH 4 O Q - -- S3 c �CD04 S3 2'-0" 6'-0" 2'-W 8'fi" 4'-0" N N I '---------------- ----- I I I t I I I � I I I I I I NISI i S-2 I � 8 X 7 OVERHEAD DOORit ; ❑SEE DET. MS03 ON SHEET S-1. 1 ATTACHED TO CMU W/ (1) JACK ST JJD W/ (2) ROWS 12d NAILS STAGGER D @ 8" O.C. ALT. BASE CONNECTION TO H7T4 2 (1) SIMPSON DSP EA. SIDE ® ENT F❑ ONLY FLOOR SCALE: 1/4" = 1'-0" PLAN ELEVATIONS "A" & "B" MKO /n O 01 O 00 io 4 N 160 MPH OPENING PRESSURES ENCLOSED - EXPOSURE B p +27.6 / -29.9 6 +27.6 / 37.0 +26.5 / -28.8 O +26.5 / -34.4 O+24.8 / -27.1 F +24.8 / -31.1 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 'ALLOWABLE" PRESSURES WALL LEGEND FRAMED WA'_L r 1 , BEARING FRAME WAL.I_ ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. MASONRY WALL L GENERAL NOTES I i 1. R302.5.1 Door from garage Into house must be a ` minimum 13/8" solid wood door, solid or honeycomb steel door, or 20 Minute fire rated door. { 2. Bathroom exhaust fans must vent to the exterior of t the building, exhaust to attic Space and soffits is not i acceptable. Ventilation shall be permitted to exit through the soffit if solid soffit Is Installed 5'-0" on each side of the venting. t 3. R302.6 The garage shall be separated from the 4 residence and it's attic by not less than 1/2-inch (12.7mm) gypsum board applied to the garage side. 9 Garage beneath rooms shall be separated from all " habitable rooms above by not less than 5/8 inch x (15.9mm) type X gypsum board or equivalent. Where the separation is a floor-celling assembly, the structure supporting the separation shall also protected by not less than 1/2 inch (12.7mm) gypsum board or equivalent. 4. R312.2.1 Window sills In dwelling units, where the opening of an operable window Is located more than 72 Inches (1829 mm) above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 Inches (610 mm) above the finished floor of the room in which the window is located. Glazing between the floor and 24 inches (610 mm) shall be fixed or have openings thro which a 44nchdlameter 1 ugh (02 mm) sphere cannot pass. 5. R308.4.2 All windows within 2'-0" of doors and in shower or tub areas will be safety tempered glass. 6. Ceiling for exterior entries and covered porches to have 7/16". span rated OSB nailed per zone on roof diagram nailing schedule or 5/8' COX. m 1X T&G acceptable for substitution. m 7. EC: R402.2.4 Access doors from conditioned spaces to unconditioned spaces (e.g., attics and crawl spaces) shell be weatherstripped and Insulated to a level equivalent to the insulation on the surrounding surfaces. 8. Laundry Note: (Unless noted otherwise) Provide dryer vent thru roof max. Igt. 35'-0", washer & dryer units (washer unit to be always on left side when facing units) hanson box 0 36" off 9. Ceilings for exterior entries and covered porches to be 7/16" DEB on underside of roof trusses Shall be attached to all framing members with 2x blocking provided at erlmeter. The S p p OSB shall be attached w/ Sd nails at 6" D.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 specifications AREA CALCULATIONS 1st FLOOR 2277 S.F. TOTAL LIVING (AC) 2277 S.F. GARAGE COVERED ENTRY (BASE) COVERED PATIO/LANAI 617S.F. 57. S.F. 186 S.F. TOTAL AREA UNDER ROOF 31*116 r"a®st O TOP-,F a d ti s Ht U.J' � ce; OF a A•A ry N LL 211- to a c 2�u'PoC (• 1D�40 g -yomT."z 6 MY r6 w •.42 a m g'gEt9a"E.�,P a a ¢ Z `mar' a z gR o 8 ���o�Z O M njitr. 1- y I- N" WWW.FD3ENG.COM ❑ ❑ ❑ Zr 1u Z ry w Z m g N 10 12 Y Z � v_ c Q 'O J 3 0_ 9 - Y m a Z Ln 0 Qj 'w m 0 W 2 w O N E I- v � U m8 U U W 1-- 0 DAMS HOMES FLORIDA CONTRACTORS LICENSE NO..CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE jV I Job Information: O LO z +H W N � U 2 4_ to N 3 E: v z I-�Um Do 0 JW=) o 0 J M W (n ao L VT Model Name / Number: 2265 VT Plan Issue Date: Friday, May 22, 2020 KA PROJECT NUMBER: 2"'503 Sheet: ^ - Of: 1 L • _nr FLOOR PLAN 2" VTR C/0 TUB I W.C. LAV. D.W. SINK 2" VTR LAv. 3" 4„ 2. VTR l 3" i L.T. LAV. 4 Lc 2" VTR �F LAV. LAV. 3" 4" WASH. W.C. Is I� TUB PLUMBING RISER NTS '-0" 1i 0 _____________ ____._________________ ____,;I r' 1� N -I;I iit�1'� 1r . 4m F2.5 iI FM01 1 CHBOIBSBETUB/SHWR I, FM03 4 ; -------------- ' I 4'-6" 21_8. 16,_2. 1 00 ; W/o i , 4" PATIO SLAB CNIw I EDGE x 8 THK N �� . `--- ------------ o° I • ' i :j. L JJ LAV `, ♦ 4' STEP DN ' ' `� I r 1 r r r o ` � r W ' TO - - - _ r - - I - - -- - - - O ' - OR `D � LAV 111 FM01 ' 3.1 ° i 3'-4" I ■ ' I � 1 , I I � , , , ' 1 e.k1L ` � ,C I I 1 SINK. ♦ f � ' 1 - O v I r i 5'-5" I I 7'-7" ' 21,.1. 1. 8,-T„ 2'-ZQ" ' 1 ® ; ' I f,o o; f fo 01 -;-- N a I LAV LAV '., ■ i*1 1 1 Q�QO I I 1 L IC.1. o O w I 1> W/C IFII SHWRF.G. II I C9 ° LAV _ I I �6 •.,— ; PROVIDE CHASE:. FOR HVACUNIT : rri�?''; mil; It I 111 �. ' IC ; '--_n it — Jj _ TI J�, IA/C III NIF �L II _ i 11 I x$Y1ALC F3,0 ■ Lam— —JJ W C / -_,' ■ i I = I 5 111A" T 1°h" n -I.I JJ. r a i I TUB/SHWR � I.13 II 3 I j i J� , HM01 I 14 ' ■ ,a 1; �. �.._ J1413: °P FM01 I. _ ------------- =J m 3.1 m 4 W ■ ■ . ® ® 4" STEP ON ,. ■ 1 -----.------- ------ ------- ---------------------- -------- 1" 4 STEP f)N ---------I STEP i 1 1 3.1 I o T,-0• ; 1'-8" B,-D..¢Qi G LO , I op 4 � 3.1 N ■ i i 7'-0" 3'-8" q R FM02 I ■ 3.1 II F3.0 ■ C.J. BEE NOTE 6 ' 8'$" 10'-0" 12'-4" y t I ci cq , CV a I I It Ip Iw V ° ZW ® I Z , 1 m w 1 1 Iw � ' r I r I ' I r I FM.. t HOSE 3.1BIBB ; ',I -------------------------- `----------------------- ---`--- --------- -----" 31- IN .. I I 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 RBERMESH/FIBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND NER-284 FOR RBERMESH OR NER.414 FOR FIBERMM OVER 6 MIL VISQUEEN VAPOR BARRIER& TREATED FOR TERMITES. 3 • INDICATES FILLED CELL W/3000 PSI CONIC. FROM FIR. TO BEAM W/ (1) #5 REBAR GRADE 40 U.N.O. TYPICAL ASV. SLAB. HOOKED FTG DOWELS 17" EMBEDMENT W/ 25" EKL 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 10 PROVIDE 4" STEPDOWN TO SIDEWALK FROMENTRY 11 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR) IN EQUAL LIFTS NOT TO EXCEEDING 12".THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000PSF, FOOTING SCHEDULE MARK SIZE DEPTH RMINORCING GRAVITY CAP. IbS F1 1'A" X CONT. 1'-0" 2 #5 E.W. DOT. 20W 1F2.0 2'-0' X 2'-0- 150" 3 #5 E.W. SOT. 7200 F2.5 2'S" X 2'S' 11-0" 8 05 EW. SOT. 11000 F3,0 3'-0". X 3'-0" 1'-0" 4 #5 E.W. BOT. 166DO F3.5 3'S" X 3'S' 1'-0" 4 06 E.W. SOT. 215M F4.0 4'-0" X 4'-0' 1'-0" 5 05 E.W. BOT. E6000 F4.5 4'S" X 4'-G" 1',4" 5 05 E.W. SOT. 34500 F5.0 5'-0" X 5'-0" 1,4" 6 #5 E.W. SOT. 42600 F6.0 6'-01 X 6'-0• V-4" 7 #5 E.W. BOT. 6L50D LEGEND 0 - INDICATES SINGLE -STORY FOOTING - INDICATES TWO-STORY FOOTING - INDICATES PAD FOOTING s c E g T • E ".4. A YI Pla7 alas T m a It W 4 q 00 T• pNppp W qk 4k 4k U I'M W FA N g w u LL,ry y aLill ifio 1111 ¢ m C, m Z d g a tl o In WWW.FDSENG.CDN ❑ ❑ ❑ m F0 Z M o z � Z � Q O Wall Y Z E� Eg I • 1.: 0 w m Y FFFFILn d m U aNE W OQ0 1- mgm �m FLORIDA CONTRACTORS .LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 PORT ST. LUCIE Job information: C/0 18'$" 10.-0„ 10,_8„ 6'-0" 14,-4. SHWR. 28'_8„ pj I-- ._I LLI o1 o 00 V' V, Model Name / Number: 2285 W.C. TUB 59'B" TO SAN. FOUNDATION PLAN � VI Plan Issue Date: SEWER SCALE: 1/4" = 1'-0" F1L g Y o3 N #OEPUINDATION Friday, May 22, 2020 KA PROJECT NUMBER: 20-3503 Sheet: Of: PLAN (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION GREINF. GRADE SEE PLAN v m Z r- 16" (2) #5 REBAR FM01 SINGLE STORY FfG REINF. SEE PLAN FF. #5 REBAR (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 2W' CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION 8" OPTIONAL CURB FOR ' F F_ VARIES MASONRY 0 ELEV. 0'0" W/ (1) - #5 BAR CONT. .- °•, " REINF. w SEE PLAN °( 2 STORY: 20" CONT .' ' W (3) - #5 CONT. (2) # 5 REBAR BEARING 1/2" = r-0" FM02 I SECTION @ GARAGE 1/2" =1'-0- FM03 I THICKENED EDGE 1/2" 1'-0" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. 2x BRG. WAIL IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION (SEE FLOOR PLAN FOR MORE INFORMATION) PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE DOOR. EXTEND 6"BEYOND OF GARAGE F.O.M. EACH END, TYP. GAR.FIN. FLR. :! N k• ALIGN DRIVE W/ BOTTOM OF b y STORY: 20" X (2) #5 REBAR RECESS & PITCH DRIVE N 20" 4" CONIC. DRIVE W/ 1/2" EXP W/ (3 - #5 CONT. 2 STORY: 20" X 20" JOINTS 10" O.C. TYP. 16" (2) #5 REBAR W 3 - #5 CONT. , FM09 I SECTION @ GAR. DOOR 1/2" = r-o" FM10 INTERIOR BRG WALL 1/2" =1•-0" , 2x BRG. WALL , 2 STORY: 20" X 2 "" (SEE FLOOR PLAN , W 3 • #5 CONT. FOR MORE INFORMATION) ' I R 4" 16" 4 245 REBAR FM11 STEP DOWN BRG. 1/2" =1'-0" = V-0" SEE PLAN OPTIONAL CURB SLOPED GROUT OR MASONRY AT TO DRAIN 4"x 4"x 16" u°1 ° ' SEE PLAN ELEV. 0'-0" WITH CURB O t7 TYP. SEC. (1) #5 BAR CONT. Ic (G.C. VERIFY) ;0I _I zg F.F. REINF. 2 t5 >F' (SEE PLAN) d ­' 1, L 2 #5 CONT. f- . • INSTALL LINING "" * • .* ; w ci 2 #5 BENT BARS W/ MATERIALS PER y y FBGR P2709.2 MIN. 25" LAP SPLICE MUDDED FLR. 16" ••� �'o SLOPED TO DRAIN MIN. #5 CONT. •I FM14 SECTION@ RECESS SHOWER 1/2"=1'-0" FM18 TYP. STEP FTC. DETAIL 1/2"=r-0" ALTERNATE: REINF THE REINF. BARS SHALL BE. GRADE CONTINUOUS AROUND CORNER #5 CONT REINF. SEE PLAN BY COLD BENDING THE BAR WITH SEE FND. FOR MIN. BAR LAP OF 25" QUANTITY I Bo #5 X 25" X 25" CORNER BAR ONE N ' FOR EA. HORIZ, iv ! R : BAR . E TYP U.N.O. ' (2) #5 REBAR A/C CHABE 2 STORY: 20" X 10" ; 4' PVC SLEEVE THRU FOOTING W/(3) - #5 CONT. ) FM19 TYP. CORNER BAR DETAIL 1.1/2"=r-0" FM23 TYP. FND PENETRATION 1/2"=1'-0' STEMWALL SCHEDULE STEMWALL HEIGHT (h) FOOTING DIMENSION NUMBER/SIZE OF BARS LAT. MAXIMUM F.C. SPACING (D.C.) IN STEM WALL d 1 STORY d 2 STORY b 1 STORY b 2 STORY 0'-0"-2'-0" 8.. 10" 16" 20" W/(2)#5 BARS <674# 61B." >2'-0"-3'-4" 10" 10" 20' 24" W/ (3) #5 BARS 674# 5'-4" >3'-4"-4'-0" 12" 12" 32" 32" W/(4)#5 BARS 845# 4'-0" >4'-0"-. 5'-4" 16" 18" 48" 48" - W/ (5) #5 BARS CONT. & #5 @ 18" O.C. TRANSI SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL SEE CHART ASV. -MA). F.C. SPACING (O.C.) W.W.M. TO BE TIED TO #5 CONT. REBAR , (1) #5 HORIZ. CONT. TIED TO EA VERTICAL REINF. BAR #4 TURN BAR 0 STEM WALLS GREATER THAN 4'-0" c l (1) #5 HORIZ. CONT. TIED TO ;. EA VERTICAL REINF. B r „ RN GRADE S" MIN. _ TO TOP OF ' COMPACTED CLEAN PILL IN MAX ZZ" LIFTS STRIP FTG. W/ QTY OF 'MIN, COVER O REINF. PER SCHEDULE (3 SHOWN) FMASW I STEM WALL SCHEDULE NOTES: 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL ; INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE 2.W.W.M.ISREQUIRED TO. MAKE ADEQUATE CONNECTION BETWEEN SLAB AND c NERT. 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 Q EACH FILLED CELL LOCATION. EACH BAR TO EE NOTE TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0". INTO SLAB/ STEM #9 3.IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO ' CONSTRUCTION FOR MORE INFORMATION 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK 1 FILLING IS TAKING PLACE j c. 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK @ 16" h + O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'.0" o.c. TALL (TYPICAL ALL 004NERS) 6.IF STEMWALL IS WITH IN 5',0' OF POOL OR WATER FEATURE FOUNDATIONS -SEE NOTE 5 7. ALL STEM WALLS GREATER THAN 14) COURSES SHALL BE FULLY GROUTED. 8. R.403.1.4 MINIMUN DEPTH: ALL EXTERIOR FOOTINGS (BOTTOM) SHALL BE PLACED AT LEAST 12" BELOW THE UNDISTURBED GROUND SURFACE. 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL I Im--� �-- m*mmmP LO 'TOR"'I, m 6 , >�• s Q' sfi •'`� J : ? BCD e N �CF O cv 41 e tfi<rt^It ABBBBBt2 43 tiTAV T7 LL Rtog B to N r �N6m§ a a yy( m 0 C\ aM'sz Z � a O p~ Iy ` m m 00 M �y m m � J O ■ �'- WW✓.FDSENG.COM ❑ ❑ ❑ M Z 0 Z M I J a r Qa L 7 (9 d I Q E Diu — Oft O ws I N c in U ;? _ n �� " c �? o Q mono 0 DAMS HOMES FLORIDA CONTRACTORS LICENSE NO, CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: z oL W �_ m m nz ai zI—`SUm m (v a DO Q J LLJ Z) o Do LL _I m U) U) VI Model Name / Number: 2265 VI Plan Issue Date: Friday, May 22, 2020 VI KA PROJECT NUMBER: 20-3503 Sheet: A �/ v{■1 Of: 1%.EOUNDATION DETAILS LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 2,277 x 3 = 6,831 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 400 GEN LIGHT'G & RECEPT. +APP. CIR. = 35,3131 SUBTRACT 100 % OF FIRST 10,000-10,000 A= 25,381 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP) 10,000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS ®100%=10,000 + 40% OF "A" = (.40 x 25,381) = 10,152 + 100% OF "B" = (20,000) = 20,000 TOTAL WATTAGE=40,152 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 167 INSTALL FAN BOX PREWIRE i 1 , , GFl 777 /flA Is ' - 220 O FOR HOOD - _i \, i , ,H, 1 I G \ WJ GFI. O FOR D/W n ATTIC ELECTRIC - - - - - - - - - -' GH , 1 I GFI I I IF Rfj.Q'D BY CODE t 1 ' _ I CFl C _ D�Q _ � W GRIM 17 TG:4 II FAN, I� PREW71 1 I II I \„ 220 I VERIFY COMP. WIP LOCATION W/ GFI rr _1- 11 BUILDER GFI L r \ {�� INSTALL FAN n ' ' , 6.d' B X PREWIRE 1 i iili ;...'.. 220 ----- --- W.H. 1 210 1 `� ' \ „ P PB INM GFI / \ 42" ,\ i \ WP GFI dt 1, 11 II ,I NOTE: LOCATION OF METER AND PANEL BOX TO BE BY BUILDER. IF NO GARAGE SEVICE ---------- DOOR IS PROVIDED A DISCONNECT SHALL :ATTIC ELECTRIC, _ o BE ADDED AT METER LOCATION. I� RE D BY COD d �__Q_______ / GFl C�CHLIGHT COACH LIGHT W 42„ 3 w� a GFI GFl � -- - FOR GARAGE FOR GARAGE ' DOOR OPENER 1 1 I 1 ' PLACE COLUMN COACH LIGHTS ON GFI, WALL BEHIND WHEN 1 42" / CRAFTSMAN ELEV HOSE IS USED. BIBB NOTE: KEEP COACH LTTES OUT OF BANDING, QUOINS, AND ROUND COLUMNS WHEN / - POSSIBLE, REFER TO ELEVATION �. - COACH LIGHT FOR TRIM. COACH LIGHT — _ — . "-- " - COACH LIGHT ELECTRICAL- PLAN SCALE: 1/4" = 1'-0" INSTALL FAN BOX PREWIRE,,a \1 „ INSTALL FAN / BOX PREWIRE INSTALL FANS BOX PREWIRE 0 O .INSTALL FAN BOX PREWIRE INSTALL FAN �\ BOX PREWIRE WP GFI 1 - -- T"T:rT?T rT F ' �E ELECTRICAL NOTES. UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOXTO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36"AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42 AFF RANGE 2"AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR, 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND 6th EDITION FBCR( ELECTRICAL CHAPTER 34 THRU 43, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS. SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCIs (ARC FAULT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT IN ALL DWELLING UNIT PER 6th EDITION FBC-R E3902.16 ALL 15 AND20 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 13Y 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 DEFECTORS MINIMUM OF 36" FROM BATHROOM DOORS 10. IN NEW CONSTRUCTION, SMOKE DEFECTORS 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 135 dBA AT 10 FEET, AND EITHER HARDWIRED OR OF THE PLUG-IN TYPE. THE EXIT ALARM SHALL PRODUCE A CONTINUOUS AUDIBLE WARNING WHEN THE DOOR OR WINDOW ARE OPENED. 13, ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' IFTHE OUTSIDE EDGE OF 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 FBC-R 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 10D96 CFL BULBS ELECTRICAL LEGEND ® SMOKE DETECTOR SINGLE POLE SWITCH Q CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH FLOOD LIGHT $4 FOUR-WAY SWITCH $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE--40—�— TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE 110 VOLT DUPLEX OUTLET o CEILING FAN lb 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT ' DOOR BELL CHIMES It WP WATER PROOF W/ GROUND FAULT v VW 220 VOLT OUTLET O— DOOR BELL ® SPECIAL SERVICES OUTLET D0 P DISPOSAL TV� T.V. CABLE OUTLET L= DISCONNECT SWITCH 'TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING ❑ JUNCTION WATER PROOF RECESSED LIGHTING BOX O THERMOSTAT ® BATH FAN O LOW VOLTAGE LIGHTING { Y BATH FAN W/ LIGHT I 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 = 2/0 COPPER OR 4/O ALUMN. IN V CONDUIT ra) A/C DISCONNECT UNDERGR SERVICE POWER C# 14 COPPER TO LIGHTS AND OUTLETS L #12 COPPER TO APPLIANCES AND GFI #10 COPPER TO WATER HEATER #8 COPPERTO RANGE INTERSYSTE#BTOHVAC BONDING TERMINATIOGROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER 8) APPROVED GROUNDING ROD W/ MIN. 8' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIALAND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONSAS STATED ON STRUGTURALNOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. FILE c w m INS N N N N LL D w00 00 Uin;22g li LL Ii rr O�F1mg w Q R¢LL a ul aB� P ILZ J o a 2 ` �aoU)aqa Q 3 8 .2`o � y X www.FDSEN6.con9 ❑ D ❑ u U m L Z N m H Z ro Z m c Q c LO Z a U — v"~ E V w o U ENE C w c 0)C; Q m o m �m a A DAMS HOMES 0 .0 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY W GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: �o a >'.. o °i 0 c N S LID c to O LtJ U M w ffi m N 3 F 0) _ f—�Um o a @ O J LLJ Z) Vol O y JmC/)� oo g Model Name / Number: 2265 uVI Plan Issue Date: a Friday, May 22, 2020 E VI KA PROJECT NUMBER: 20-3503 � I Sheet: /� Of: � !T1 N n� ELECTRICAL PLAN T P OF BLOCK WDOV HEAD HGT 0 ro m RN- FLR_ TOP OF BLOCK O LITE TEXTURED CEMENTITIOUS COATING IS-WREGIEWNT 48' Orr RIDGE VENT 48" OFF RIDGE VENT m n LITE TEXTURED CEMENTITIOLS COATING RIGHT ELEVATION "Afl SCALE: 3/16" =1'-0" 12 6 70P OF BLOCK EAQ HOT 0 ro � e TOP OF BLOCK W-00A HEAD HGT _ 0 00 pp w FlN. FUR. m r Narorr xiucE very 6 LrrE TEXTURED CEMENTITIOUS COATING 25 SH 25 SH _ r I UP OF 6LOC W'DO 00 HEAD HGT FIN. FLR. _ _ DEL 25 SH ■ LITE TEXTURED 25 SH CEMENTITIOUS COATING W'DOW H p0 FlN. FLR. D HGT OJ DBL 3050 SH 2650 SH 3450 SH 2868 ERG.? DINING RM. BRG_Q GARAGE 4 in FINISH FLOOp REAR ELEVATION SCALE: 1/4" =1'-O" IMI 101MINIMINI IN IMINTEM M rNMEMINIM, 16 X 7 OVERHEAD DOOR 8 X 7 OVERHEAD DOOR BERGLASS SHINGLES 6/2 SILL — I DBL 26 SH ARCHTOP 88_8'_ T a es• oTPoDCEMT 3068 DOOR WITH (2)- 12" SIDELITES& 63" X 16" ARCHTOP FIXED GLASS ABV VENTILATION CALCULATION Formula = SF / 300 / 2 * 144 = net sq Inches of venting needed equally for Intake and exhaust Soffit product pmv(des , 4.12 net sq in/sf Ridge vent provides 18.00 netsq in/if Off ridge vent provides ' " • 138.00 net sq in/ sf Overhang distance 1.33 ft. S.F. of Area to be vented (SF) - 3137 s.f. Total needed for exhaust for upper 1/3 753 net sq inches Total needed for intake (soffit area, lower)- 753 net sq inches - Number of Off Ridge Vents for upper 1/3 needed. ' 5 L.F. of Ridge Vent needed (can be used in combo with ORV) 42 Lineal Feet of Soffit needed to meet required 137'. Lineal S.F. provided by plan,- ' `2S$ LEFT ELEVATION "Alf SCALE; 3/16"=1'0' 6 DBL 25 SH TOP OF BLOCK IN HE HGT 0 rLR. BRIG 0 ENTRY _ _T.O.M. W'DOW HEAD HGT w FINISH FLOOR FRONT ELEVATION "All SCALE: 1/4" =1'-O" a ti ;z eEttt0 R -V TOF?f?,c ., s �,• aL .. � a O 4 yy'rdrPAed 64YLgy4y9 '� LL UP z UhlF � �N� wgmF W D0000nm � ti r'i e��JNhQ 0..D°�'w gS Q3�V w 5°' N . ��p Oymm cA 8.1 2`S z z cc 1y$p7 �d o wy�gfl W��e^.4 m m O $350y z ;jeN� C m •g e$g'� �NamV a G a sd 0 0 o D VwJ1V.FD$ENO.COM ❑ ❑ ❑ m 0 Z N Z O m o Z o ao V I z s Er •Jf Z a LMlRJ N W E NDOEE o U g N U�ov ^0 � Nat Q mom Q..m; PIA M@ YAML�C FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ITI Job Information: poo 0 z C: un un WO \ / co CN M Y 3: E V Q GDa T _ Q O W LL; m vJ r=) r� vJ Model Name / Number: 2265 Plan Issue Date; Friday, May 22, 2020 KA PROJECT NUMBER: 20-3503 Sheet: ^ Of: ELEVATIONS - A SEE DE G.C. TO PRI BLOCKING W/ APA RD FOR SPAN f 7/16" OSB SEE"HIP/R BLOCKING" ** ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED(32/16 IS THE SPAN RATING. THE SHEATHING THICKNESS IS 15/32".) IF 15/32" IS USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP ECTIONS 20'-D" MAX 20'-0" MAX '. TB03 Q EQ. d W Q CONITINUOUS BOTTOM CHORD "X" RRACE SEE BRACING 2 X 4 MIN. SEE DETAIL TB04- )VIDE -0 DETAIL T801 4 COMPLY 4 - X)MENDATIONS- IATING OF _ 9 IDGE DETAIL 2 Q w Q M C7 4 Q N xx Q a V Q a T-T-tt- Mai _ _ _ � EQ. TOP & BOTTOM CHORD GABLE END BRACING @ -- , 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TB05 REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NITS 4 Ff. 2 L--------------------------------------------- -• I I 4 FT. O O 'p 1 O 71 O 1 ' 1 / O ------------------------------------------------ , x 1 O . I 5 Fl;, 4 FT. ,' 1 I t 5 Ff. 4 FT. O2 ----------------------------------- ---------ti I 1 0 --- ----4 FT. --O O 4 FT. rwur IV/AiLIINk3 LWIJIML LJI/ Un/AIV1 O.NAILATBASE 2ROWS @4"O.C.W/8aCOMMON NAIL ROOF NAILING SCHEDULE:. NAIL AT TOP PLATE TWO ROWS@ 4" D.C. W/8d COMMON NAIL NAILING ZONES (SHINGLE AND TILE) O NAIL OPENING PERIMETER @ 3" O.C, W/8d COMMON NAIL ZONE 1: 8d RING SHANK NAILS @ 6" O C. ON EDGE AND 6" O.0 IN FIELD O NAIL INT. AT 3" O.C. W/3d COMMON NAIL ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 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) O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER NOTE: W/ 8d COMMON NAILS @ 4" O.C. 7/16" OSB MIN. (SHINGLES) SPAN RATED 24116 O (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL OR ROOF SHEATHING: (APA RATED EXPOSURE 1) 15132" OR GREATER MEMBER IF GABLE END COX PLYWOOD (TILE) NOTE: Ed NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2" SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE PER NAIUNG SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO MORE THAN 1/8'. STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM 1/8' SPACE IS ALTERNATE PANEL WALL SYSTEM (PREFAB) ATTACH WALL SHEATHING W/ RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW 16GA x 1 3/4" STAPLES & 2" O.C. ON EDGE & 4" O.C. IN FIELD. FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8' 15/32"OSB (2)-2XTOPPLATE 15I32"OSB EXPOSURE! EXPOSURE! BEYOND SHEATHING SHEATHING PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET 2x RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM I S \ L SHEATHING VERTICAL 1/2" II II II II 11 SOLID2x °w I II II II I BLOCKING @ ALL III 11 I II II 11 1 SHEATHING D9 a 11 111 II II II I EDGES (SEE g C SECTION X-X) 03 111 III II II I I III II- III OPENING 111 II 1 1- TIP - - - II II III=jI I 111 III III 11 - 111 II II III II II II I II II II -& STUDS T,--Ir- I lT II 1111 BEYOND. II I I I I I I ! I I I I I I I I I SEE PLAN o III III I I II I I I I II I II I II II I I III II II II I �' i HORIZONTAL WALL ELEVATION DIAGRAM "S" = NAIL SPACING ~-- 2X4 P.T. BASE PLATE BEYOND SEE PLAN 7H Or > 0$J C F M u- N W 2 Qp F N LU LL N LL 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 ALTERNATING STAG STAGGERED 3" O C BLOCKING SECTION X-X *CONTRACTOR TO INSTALL EITHER HORIZONTAL OR VERTICAL BLOCKING AS SHOWN. BOTH ARE ADEQUATE TB13 WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. CONNECTOR SCHEDULE FOR: ADAMS HOMES -2265 ELEVA 3CF TRUSS ID BEARING POINT 'TRUSSACTUAL ` CONNECTORID CON NECTOR UPLIFT FASTENERS. NOTES UPLIFT DESIGN RATING Ci C5V E5- E7V, E22, H5-H7V, R2 L -. 172#Dr less HETAl6/MECH 1810# (9)10dx 1-1/2" - (9)10d x 1-1/2" A,. B21 L/M/R '=.$36#or less HETA16/HTS20/HETA16 1810#/1450#/1510# (24)10dx1-1/2F A'. (9) 10d x 1.1/2" 89-513 L/M/R -.-952#or less HETA16/H10A/HETA16 5810#/1040#/1810# (18)10dx 1-1/2" (9) 10d X 1-1/2" (12) 16d 'B7 'L/M/R -1461#or less (2)HETA16 /(2)HTS20 f(2)HETA16 2365#/2620#/2365#: (48)10dx 1-1/2" (12) 16d D9-D19 ... L/R -808#or less HETA16/H10A 1810#/1040# (9)10d x 1-1/2" - 18 10d x 1-1/2" ' (9) LOCI x 1-12" G7.. G19 L/R -946#or less HETA16/HETA16 1810#/1810# (9) 10d x 1-1/2" (9)10d x1-1/2" 315,B17,B19 L/M/R -843#or less HETA16/H1OA/MECH 1810#/1040# (18) 10d x 1-112" K01-:K02 -L/R -672#or less MECH/HETAl6 1810# (9)10d x 1-1/2" D7 L/R -1655#or less (2)HETA16/(2)HTS20 2365#/2620# (12)16d (48) 10d x 1-112" (18) 10d x 1-1/2" M, M3 L/ R -493 # or less H10A/H10A 1040#/ 3040# (18) 10d x 1-1/2" PB,PB1 L/R -50#or less CONNECTOR PER TRUSS MFR FG L/R -989 #or less (2)HETA16/(2)HTS20 2365#/2620# (12)16d (48) 10d x 1-1/2" (9) 10d x 1-1/2" "A, A4, D21 L/M/R -861#or less HETA16/HTS20/H10A 18104 14504 10404 (24)10d x 1-1/2" (18) 10d x 1-1/2" E3,H3 L -279#or less H10A/MECH 1040# (18) 10d x 1-1/2" 813SUPPORT COLUMN M&R -962 #or less DTT2Z 2145# 1/2" WA. 'SOS SCREWS (8) 1/4" x 1 1/2" 87SUPPORT COLUMN M -. 1461 #or less DTT2Z 2145# 12" WA. SOS SCREWS TRUSS MANUFACTURER: PROBUILD/BFS DATEOFLAYOUT: DATE OF TRUSS CUT SHEETS 9/19/2019 L=LEFT, R RIGHT&M.=MIDDLE BEARINGS..-. BEARING LOCATIONS ARE REFERENCED TO TRUSS MANUFACTURER'S TRUSS DRAWINGS .. ALL CONNECTORS ARE SIMPSON PRODUCTS.- OR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 SIMPSON- CONNECTOR SCHEDULE USP- CONNECTOR SCHEDULE MART: TYPE CONNECTOR 8 FASTENERS SEE SYP CONIECTOR&FASTEPERS WE SYP TO IETA16 w (%lWx 11P1.OR HTA16w/OONMx l lWOR OFRAME MASONRY HETA20W(WiMx1 I& 1810 HTA20W(10)1Wx1112• INS 1070 O FAME TO FRAO H2.5A W (101SE MAIM &M 6M RT7A W OOHN NAILS ale M6 FRAME TO H10A w1118)IW x i in' 1016 1M0 RT16AWJ1711otl x 1 lQ' 8M 1020 FRAME HIA Nf(IS)IW.IW'AT2PLY7AUNES 9A 1080 RTi&2,A1EI0dx111TAT2PLYTRUBSE8 035 1060 OFKAMETO Mi6f2w414)tMz1,?(ATEMEAbR 8M MTW12%Sl,aI0d.I1iM (AT EXTERIOp FRAME LOCATIONINCLU�3IM i0ENALHI 9� LOCATIONINCLUDE 3j 131t0E. I lam 1195 OFRAME TO MCAT M(21)1MNMLS M106n° ATA.WIT MUGTlsw(28)IMNALSANDUR A.T.RW MA&NNRY EMOEIxNENI'M91NP80NBET'EPO(Y 9IO9 3M5 1SEMBSDNENiw 91MP90LN'9EP EPDXY JR30 N95 F FRAMETO HT&20w0N11Wx EXTERIOR I�U, HiW2TlONII1_U 1112•IATEXT3AIOR FRAME LOCATION NCIA1pE (9)12tl TDEAIALB EIII)lT 1310 LOCATIONINCLUOE (3)12tl TOENA4.5 12M 1830 FRAME TO (2)HT320W(48)I0dxt 11V(ATE%T9LIOR 2w (2) RTWMM(48)1Wx112"(ATEXTERIOR FRAME LOCATION INCLUDE (e)12tl TOENAl9 2620 LOCATION INCLUDE(&)l W! TOENAILSIEA) 2570 SAO FRAME TO XW-2w/(18)IWNMLSAND(2)SAY A.T.R. HUGUNI(A10d NA1LSAND(2)SIS' AT.R. © MASONRY W12"EMBEDMENTWSMPSON"8FT• IN90 M 12'EMOEDMEWWMMMN"BET' 7020 Ono EPDXY(HOT-3FOR3.PLY) EPDXY(HUGT3FORSPLY) O.FRAME TO FGTR No IT S) 1/4•x Y WS WOOD SCREWS 3400 RFUSW(12)WWWOWSCREVS9MD MASONRY AND RI 112' x W TITEN M ANCHOR BOLTS g725 (4)w41xw WFDGFEOLT 7100 (i) LOT2 wl (18)1M 61N(ER6 QFRAME TO )IRA"x 2114'TITEN2 1760 2M0 MASONRY C SEE NO #BBELOW ©FRAME TO MASONRY/ (2) LGT2 W (32(1M SIN! RS &(14) tWx21A•AfEN(2PLYTRUsA) 3800M 00604A R) LUGT3 W (Y41M SNKER9 a (10) 1Mx3'WEO0E.BOLT(2PUr 31M4M 9109J# "to* SnOF TFNSS) SMOP 4620E FRAME MOM led SINKERSFMITIMIE(EA) 09(341B4WNNERSFORFRAME(EA) F METO MASONRY/ (2)LDT3W(241114'xw SDSSCREW8 818)918'xVTREN(2PLYTRUN). 4730MN 121LUOT3W(W)w.2l12'WV25 BCREWS&1413#T'xYWB(2PLYTRUS6) SIBOM 771 FRAME OR(62)1MSINMENSFORFRMIE(EA) M10F SIMON, WBOA Oi(BB)1WMNKFRIFORFRMIE(EA) M00.F ]]10i O BEAMTO NW100PT HlIG10M11 o)tM6(1011M GAZED HWt0OFTHD41DFw1(20/1Wan0)iW cannot DEAN NAILS U41895 RAM UY19% OBEAMTO HW100PTHUC410w/(1S)TREN ON4500 HN100PT WliNFW(2 lWx?' 0#3355 MASONRY 1A"x23M°&(101WNAM UM803 W'EDGET=A(l01MNMM INNIA L2. BEAMT0 MASONRY/ HU46GFTHU016WN)10d MIME (12)1/4x2NVTREN iT0 MA6.) twime I.WB80 cwSax, U#1135 H0960PI'HW6 W(b)1M WJl9 A (MH I/'x23N'TAPCONSITOMA6.) won IM1030 L1a291 UN50 FRAME OR(1Z)IM&(6)1M(FORFRAMEI SYFR 6YP-M OR(121 iM a 16) IN (FOR FRAME) SYPF SYPA FAAMETO (?) FETAIS OPT(2) HETA20 19M no M HTA16OPT (2) HTA20 ISM M MASONRY 1-PLYWI10)10tlx 11n°OR 2365 23M I-PLYWOO) 104x1112"Oi yPLYw(12)1M 2-PLYW(12)1Bd HTH410WIS)1M NAILBAND (4) IN114- AS 1110 NTWM16W(9)IWNNSANDR) 114x13M IIM I= TO. TAPCONS. WEDGE -BOLT OFRAME H�OHw H7SM20 wl(10pM NAILS ANO(4) 11400114• MS 1110 OR HTWM20.1(10)IM NALB AND 1M"x139• TAPCONS (4) WEDGL30.T 1146 1228 ©FRAMER! HlNW(S)Ux112`NAILSAN0(2)ww 7� 910 . MASONRY 1 TAN HD FRAME TO OTT22wIN 114` xlln-wSW000 DTbR W(N iN•xi 1M•VN918 WOOD O MASONRl, 9CREW9AFD (1)11T3 AT.R EPO%!FORA IW5 2145 SCTREWSAIb (1)1/I9 AT.R EROMEDW 1510 INS SIMPSON•SET'SEENO'l SMWON9ET' NOTE04 TO H1�aw(28)1M#IR"NAIM AND (1)aW' 0 H7745 W VM 1M,Q 14" NAILS AND (I) ®FRAME MASONRY ATA.( IEDWISIMPSON N3EP 437e BOND &8"S ATA. EPDXIED w&MPBON TE7' 5005 SFE NOTE IRA 0EL0 SEE NOTEN FRAME TO HTT4 Wnfi iM#In"NALS AND(1)6M" 0 HTT46 w IIB) iMx2112' MAL8 AND 11) ® MASONRY ATR. EPDXIED WI BIMPBON'BET' 3640 4235 &H'B ATA. EPDXIED W&0. mB 8E(' 4189 $IA NOTE BELOW)(SEE NOTEw4 BELO OFRAME TO FRAME H109M12411Mx11lY NAILS AS 910 WI#TI M(23)Mxi VYNALe 376 1045 O FRAME TO HAI9KTW(4)1M•x11MSDSWOOD 780 RTIRM W(a) 1Mx 1 t? HUM& MASONRY SCREWS &(5) 1N'X211C TAINMN9 780 (4) W. 13M• TAPCOri3 1395 ISIS YOTw n0)1/4NY SDS WOODSCREWS S VO A, (1)WS'BATA.EPOxiEDwSMP90N"SET" AN 4WD W 12'MIR EMBEDMENT FRME TO M VGTW AT.R. w/OSINP90N6 O M0.RONRY SDNRY & DEBArO BF(IMEO 5170 7185 "6ET'INI IT MIN. EMBEDMENT OFRAME TO vcr w n M v4aY sos vrooD scREws a HDWSG92EE,vS& 1M9d!111'HO9 W000 32M 4M5 MUOT15w12 S W (18) FRAME SCREWBSIp 518"BAT.R M & r)RINDS &T45 1W NALS&111618"BAT.R 4t80 OFRAME Y TO (2) HM wl(52),M'x21n" NAMIT F4HTT46W(62116d°x21R'NAL3 FRAME (11 &e•B AT,R (9EEN01EN1 4375 5090 a(1)N8"OAT.R(SEENOTEW) - �" 1. CONNECTALL FLOORTRUSSES TO INTERIOR BEARING WOOD WALLS NAMSBB(2) ud TOENMLS. 2. AITRUSSTO TRUSS CONNE'CTKINSARE PROMDEDBYTRUMMANUFACNRER.UN.O ON PLAN. 3. OIL. MAY USE EITIER &MP90N OR U9PCONNECTION9, SEE MAMING PLMN FCR CONNECTOR CALLOUT. 4. FOR&NGLE PLY7RUSSE6, SCAB ON FULL HDGHTSYPM 2SN"TOTRUSS VERTICALWEBW(2) ROWSOF IRA NAILS 03.0.0. STAGGERED S. IY MN.A.T.R EMEEDNEN @CMU BONDEEAM U.N.O. & SCAR TRUSS CHORDW4'41'2x SYPA2(MATCH CHORD LUMBER SIGIll O)ROWS IN04-FRWENDS 4-04. STAG IERED CENMRATCONNECIDRLOCATIONAS. MACH AS POSSIBLE. U MINMALCONtECTORUNOONFRAMINGPIAN 1. CONNECTONFOR ALLROOF/FLOOHTRUS�STOMASONRYWALLLUNTB.&ICFWOLL9 UNOONPUW 2. CONIEC10NAT2POR 32.O.C. PENDING VERTICALS FORALL FLOOR TRUSSES PARALLEL TO MASONRY WALLSSEEOETAIL FBIMI FORMOREINFORMATION S CONNE"ON1 FOR ALL HIP JACK(CORAER JACK)TO MASONRY WALLBIIOFWALUBUREELS 4. CONWEC FCRALLCOWINU SMMROAROTOTOPOFMASONRYATWO.CMAXw(2)ATEACH CORNER,O.C.R VERFYLOGFTION OOESNOTCONGWM(IFUEUC 1())12dT & CONNECTALLFLOORTRUSBES TOINTET40R SEINING WOGp WALUBEMASw12112tl TONNES O MINMAL CONNECTOR UNOON FRAMINr3 PLAN 1. CONNECRONFORJK](TRUBSTOWOODWALLORBEAM © MINMALCONNECTORUNOONFRAMINGPIAN ROOF FRAMING NOTES 1. SHINGLE ROOFING SYSTEM OVER MIN. 7/16" OSB ON PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. (SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPE AND OTHER INFORMATION. 2. THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSS EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2X4 #2 SYP WITH (3) 30d 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 FRAMER IFROOFTRUSSLAYOUT SHOWSTRUSS R SEDTOTHIS LAYOUT HA EEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OFTHIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT. IS REVISED W/OUT WRITTEN APPROVAL FROM FDS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 \ \\� I U•H, TYP. _ '� METAL DRIP EDGE -P SEE TYP. WALL WALL _ D '-'-2 x SUB -FASCIA b SECTION ALUM FASCIA -_ lE 2x4 P.T. FASTEN TO C.M.U. W/ 11/2' LONG T-NAILS ® 2'-O" D.C. SECURE! -CHANNEL @ 12" D.C. VINYL OG.C. SHALL VERIFY SOFFIT MATERIAL CAPACITY TO RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING WIND PRESSURE TYPICAL SOFFIT SUPPORT DETAIL 3/4"=vv ' TOR, � S E Adm' J ` o L1.) "^air, the .. •; •((�1. ry5r &a Taty'a JJd(a6 6 is 2 i i54 CD �S gRODO � W. 3 O �c D��N m tJL � IJL �Ymw Lap. l­ 00 g:a d6�8'Ba�iyRN6 Lu $ �W E m D- $Pa t oPst IL gavel; .� mM.FDBENabn 1111 ❑ VI (n Z N nJ z Z -- Q $ a � 0 y +� w t5 o E - O 0 w o (n c in V E N E MI/y x �c1n � �p�1{��EyyLL . Q Off) o 00 11BEE FLORIDA CONTRACTORS LICENSE NO. CRC3330146 3000 GIULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Jobinformation: a o n m O O 0 Q g z W O C7 M 4 E Q \ O / LLETi CV T QJLUZ) CD o Model Name / Number: 2265 I IVI Plan Issue Date: Friday, May 22, 2020 KA PROJECT NUMBER, 20-3503 Sheet: 0 Y ROOF PLAN A LINTEL BEAM: _ 1COURSE LDTTEL Er BLOCK W/ 1 # 5 NON-SHEARWALL SEGMENT BAR & 3000 PSI '.. GROUT, MIN. 25" LAP (ACI 530) 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 @ LOCATIONS SHOWN ON THE FOUNDATION CONIC. SLAB SEE PLAN AND FLOOR PLAN. FOUNDATION PLAN MIN. LAP 25- (ACI 530) FOR MORE INFO TOP OF SLAB AIL `Ir MS02 TYPICAL SHEAR WALL SECTION N.T.S. ? T `4 -TYP. TIE BEAM W/3000 P.S.I. CONC. W/1 #5 REBAR CONT. SIMPSON SP4 W/(6) -10d X 11/2 SP6 OR SP8 FOR 2x6 AND2x8 WALLS DOUBLE 2x TOP PLATE STANDARD HOOKS SEE MS05 FOR MORE INFO TYP. FILLED CELL W/3000 P.S.I. CONIC. W/1 #5 REBAR VERT. .4 INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL 8" C.M.U. 2" E #2 SYP/SPF P.T. W/ (3) 1/2" X 8" "J" BOLTS OR (3)1/2" X 6" EXPANSION ANCHORS OR (6) 3" X 1/4" TAPCONS OR (8) 2 7/8" HILTI TiX-DNI NAILS 2x BASE PLATE SEE PLAN FOR MORE INFO u rY.r,nxi nr=rAu N.T.S. 20• MIN. LAP #5 REINF. BAR N #3 OR 44 REINFORCING `xO�@. BAR #a A #� Apt. 5 #5 STD. 90° HOOK #5 REINFORCING BAR #5 1 AP RPI ICE SCALE:1"-1'-0" MIN. LAP #6 REINFORCING BAR E GRADE 40 U.N.O. are LAP Spud I MSO51 REBAR SPLICE DETAIL - GRADE 40 1 N-T.S. I ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2 x 4 1/4" X 21A" 12' C.C. 1 2 X 6 1/4" X 2-A" 12" O.C. 2 2 X 8 1/4" X 0W 12" O.C. 2 NOTE: TAPCONS TO HE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. 'PRECAST- ---- - :IINTEL i PS. BU BUCKS W/ 1/2" O.S.B. ' BETWEEN.. ' 1 � FASTEN PT NAILER TO MASONRY IF DOUBLE 2X NAILER IS USED, USE 1/4'X 4 1/2TAPOONS. SEE OTHER NOTE FOR SPACING REQUIRED MS11 I 2x BUCK DETAIL N.T.S. 0 HURRICANE ANCHORS (Typ.) M FAZAR AT TOP mi, (1) REQ'D wn" c,�eAR 0,,4 � � Y � • -• 4R�T ' •6 ' A RGaAR AT W 10VI O OF UNT46AVIT EO tON ROWORCRG T-0/b"AOnXL NPROyIDe1LNTEL ARIpp) B" MOMeWL WIMN TYPE DESIGNATION. R • FlLL WITH 4RO1T I I:'.IDVRLIID r GLANTITY OF 9 REBAR AT I POTIOPI G LAI CAVITY 8Fib-iB/IT NGMINAL HaxiM REBAR AT TOP MATERIALS 1. rc Precast lintels = 350D pal. 2. Fc prestressed lintels = BOBO psi. S. f-c grout =3000'Psi W/ maximum 3/8"aggregate, 4. Concrete masonry units (CMU) per ASTM 090 W/ minimum net area compressive strength =1900 psi. 5. Reber provided in precast lintel Per ASTM A615 GROB. B. field rebar per ASTM A616 GR40 or GR60. Prestressing strand per ASTM Mite grade 270 low relaxaUm, 7. 7/32 wire per ASTM A510. 8. Mortar per ASTM 0270 We M or S. GENERAL NOTES 1. Provide full mortar head and bed Joints. 2. Shae filled 11Mela as revelled. 3. Installation of IIntal must comply with the arohhectural and/or shictural drawings. 4. Lintels are manufactured with 54/2" long r0tches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebsr to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stlrups are welded to the bottom steel for mechanical anchorage. 8. Cast -In -place concrete my be provided in composite lintel In lieu of concrete masonry units. 9. Safe load ratings based an rational design analysis per ACI 318 and ACI 530 10.Umel min. depths are called out an [Intel plan. R contractor Instals a deeper lintel then Indicated on the plan, doing this Increases the strength of the Ilmel and is approved without engineering letter, if a smaller lintal is installed contact FOR for approval. SAFE LOAD TABLE NOTES Y. All values based an minimum 4" Dealing Exception: Safe loads for unfilled I ntels must be reduced by 20% I bestring length is less than 6-1/2 Safe loads for all Mceased lintels based On 8" nominal bearing. 2. N.R. - Not Rated. 3. Safe loads are total superimposed allowable load an the section specified. 4. Safe loads based on grade 40 "grade 60 field rebar. 5. AddItlonel lateral load capacity can be obtained by the dealgner by providing addional reinforced masonry above the precast lintel. 6, One #7 rebaf may be substituted for two 05 rebars in 8" lintels only. 7. The designer may evaluate concentrated loads it= the safe load tables by calculating the maximum resisting moment and shear at "way from the face of Support. 8. Far Composite lintel heights net shown, use safe load from next lower height. 9. All safe leads in units of pounds per linear foot PRECAST "U" LINTEL W/3000PSI CONC. AT OPENINGS SEE GENERAL CONCRETE LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT REBAR ON BOTH SIDES OF OPENING U.N.O. PROVIDE SNl BLOCK FOR FIRST COMPLETE CMU COURSE BELOW SILL & FILL SOLID :. W/ (1) #6 BAR FOR ALL " WINDOW OPENINGS 6'.6" AND LAROER- 10" HOOK ALL BE FLUSH OF WALL -STD. 90 HOOK n STp, 90 DEGREE ? ANGLE 3000 P $I CONC. W/145 D REBAR 8"x B'x16" CMU U.N.O. SEE FOUNDATION PLAN SEE FOUNDATION FOR LOCATIONS PLAN MS01 I BLOCK WALL REINFORCEMENT N.T.B. I yQ A 3 aG°�p®TOP,Rt J* G & so N Y f 0 !a ot NY CC DO aJi U ;r ll v 11 ." Ito( S $ O rN t .1 00 m g fi cg F LO N Do Diehl G pmfrn5 y uJ o 0 v 5- CID m m Ell LL 82 O € W r a WV/W.FDBEN6.00IU ❑ 0 ❑ 0 Z to O Z to $ Z rop C_ Q "C o L a � W - 0� Z o 0 U x N 4� y W F E E w O kv t to c m h 9 U io N E N O en c t -o is a 0)oec 1440 IAA DAM' -HOMES o �.INIPPON al c 0 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY W GULFBREEZE, FLORIDA 32563 a DIVISION LOCATION: € PORT ST. LUCIE Job Information: pN�V a o N Py m n 0 TYP. BOND BEAM a S' Z e"xe"x16"K.O. LINTELBLOCK LL W/3W/3000 P.S.I. FILL C tj CONIC. 1011195 OW. @ = M REBAR E o \ / + to tC 0) m N 3 P INDICATES FILLED CELL FROM FTC. TO dE 07 ryry�� Se U CO 00 BEAM N11F5 . T O O O Q /y�'� /V)Z) ,-1 W V/ Do LA - N Model Name / Number: 2265 MIN, LAW4-25" MIN. LAP (ACI 530) Plan Issue Date: Friday, May 22, 2020 JVT KA PROJECT NUMBER: 20-3503 Y o Sheet: MA Of: LN DD F LINTEL PLAN 2x6 92 SYP P.T. 0 SIMPSON HETA 16 W/ (2) %z"x5" EACH END SEE FLOOR PLAN WEDGE ANCHOR 0 FOR BEAM SPEC. i= OVERHEAD SECTIONAL16 DOOR TRACK W/ 3/8" X R 1 1/2" STEEL LAG BOLT �r++.•, W/ WASHER. MIN. 6 PER TRACK TO JAMB. (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" o " Y "J" BOLTS WASHERS SET IN 0 FILLED CELL W/ #5 TYP. FILLED CELL VERTICAL MIN. 5 PER JAMB. " € SECTIONAL „ OVERHEAD DOOR WOOD P.T. #2 7 x SYP 2" X 6" �( J p TRIM 0 `. S `e11§NlS96FdOdk, o �40 T tj� .G -N E 2"x5' P.T. WOOD JAMB q e.` DOOR AND CONNECTION PER J GARAGE DOOR MANUFACTURER GARAGE SLAB TYP. GARAGE DOOR cNu , TRACK MOUNTING DETAIL ✓� { ,. f l n5i, T. o ���.. NOTE: DETAIL CD22 / 5•2 MAY BE SUBSITUTm FOR THIS s co DETAIL- UNLESS NOTED OTHERWISE .v LL a MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. CD21 ENTRY CMU COLUMN/BEAM N.T.S. a 0 E o 2o- m m a N m F. gli 16] Q e1 "'b iE ik ik y E g O ma�`ti IO N3vN5 W a - BLOWN -IN R-30 INSULATION PER FBC ; AND ENERGY FORM SUBMITTED WITH g Q g 0 a W a a¢ ' PERMIT APPLICATION PROVIDE BAFFLES S R 2 g m$< 3 z O BLOWN -IN R-30 INSULATION PER FBC AND ENERGY FORM SUBMITTED AT EAVES (FOR VENTED ATTICS) 12 FIBERGLASS SHINGLES OR H d°�" s _ g ` p � F- m6mE ¢ o 0 w " W m m in 12 PERMIT APPLICATION ¢ WITH PROVIDE BAFFLES AT EAVES SEE PLAN TILE ROOF (PER ELEVATION) OVER APPROVED UNDERLAYMENT o �` F 2 H FS d d a o EB B o m SEE PLAN (FOR VENTED ATTICS) PER FBCR 905. 1.1 OVER APA $�s° t PRE ENGINEERED WOOD o M FIBERGLASS SHINGLES OR RATED STRUCTURAL SHEATHING TRUSSES @ 24" O.C. (SEE STRUCTURAL NOTES d o .� 5 c I- wNM+.F➢SEM16.COM 110 ❑ TILE ROOF (PER ELEVATION) FASTENED TO TRUSSES PER ROOF OVER APPOVED UNDERLAYMENT • PER FBCR 905.1.1 OVER APA , ' NAILING SCHEDULE) TRUSS ANCHOR CB mo PRE-ENG. WOOD RATED STRUCTURAL SHEATHING (SEE PLAN) N g TRUSSES @ 24" O.C. (SEE STRUCTURAL NOTES FASTENED TO TRUSSES PER ROOF ,. ,. - — - — - — - SEE PLAN FOR , BRG. HT. '^ Z 10 Z m < -., NAILING SCHEDULE) TRUSS ANCHOR (SEE PLAN) 1/2" DRYWALL IR FELT PAPER OR • • ° ETAL DRIP EDGE $ �VVL/// a ' TO BE INSTALLED ON OUTSIDE ,I u u If it „ ll It v 1, u n FACE TRUSS PLATE 3/4" P.T. NAILER 2X SUBFASCIA y ` s Z o �, �� J J�� JVJ� J�J♦- :a� SOFFIT. SEE ARCH. (TYP.) FRAME FOR BUILT-UP CORNERS 3 8 tl1 O Q.) 1/2" DRYWALL �I PLANS min 3 ( ) 2X4 R 4x4 w/ 2x4 POST UNDER EA METAL DRIP EDGE / 1/2" DRYWALL CURTAIN NAILER r 8 x 6 x 16 K.O. / 2 X 4 P.T. PLATE END OF SUPPORTING BEAM. a U CONNECT ALL be SFU 2X SUBFASCLA 1 x 4 P.T. @ WINDOWS 1 x 8 P.T. @ S.G.D. n LINTEL BLOCK O.H. W1(1) # DIA. R B R A H. KEEP IN 3/4" FOR SHEATHING NAILED w/ 8d NAILS @ 6" AND LATH WITH FINISH D.C. E — i3 c m - TO TOP PLATE WITH (4) 16d TOENAILS SOFFIT. SEE ARCH. n " SEE PRECAST "U" LINTEL " (TYP.) ALL SIDES / i (TYP.) FRAME FOR COR- �•♦ M +' PLANS 1/2" DRYWALL SEE SCHEDULE " " po ♦ OO ♦ O , ° ♦O NERS FOR NON LOAD ° ♦ ," U cv E w o p o r,� . SEE PLAN FOR HEADER SIZE ! ✓e °° v °° °z ♦ BEARING SIDES NAILED '® �_ _ � v , ",�> ` v < W/ 16d NAILS @ 8" O.C. = l♦ o ° \♦° ° a°°� ♦ O ♦ " Io C1 TVs �Q OPTION; 15/32" OSB EXPOSURE 1 ON p o Q rn 0 an a MAXIMUM OF (3) - 2X PLATES MAY BE 0•H• E XT� WALL W/ ALL EDGES BLOCKED. () CENTERED D A. J-BOLTS♦ ` / (TYP.)4 COURSE HIGH A.F.F. .3 ADDED BELOW THE HEADER W/ EACH SEE ELEV. SEE TB13 FOR NAIL ATTACHMENT, STAPLE: 16 GA. i 3/4" f SIDE w CMU BASE FILLED W/ CONIC /2" WASHERS m o DAMS HOMES PLY ATTACHED W/ (2) ROWS OF 16d (OPTION) NAILS AT 8" O.C. STAPLE @ 2" O.0 EDGES AND FIELD. A NOTE: 44" MAX. SILL HGT. ON '1FILL CELL -(1) #5 DIA. ♦ (TYP.) W/ (4) VERTICAL RENF w/ ALL BEDROOM WINDOWS. „ REBAR W/ 3000 PSI HOOKS INTO FTG & AT TOP FLORIDA CONTRACTORS LICENSE NO. CRC1330146 " CONC. ALL LOCATIONS OF COLUMN PLAN AlEZE PARKWAY VINYL FRAMED WINDOW w/ SCREEN SHOWN ON FOUNDATION " &FLOOR PLANS m GULFBREEZE FLORIDA 32563 (G.G TO VERIFY W/ FLOOR PLAN " LOCATION OF OPENINGS IN " " '^ DIVISION LOCATION: EXTERIOR WOOD WALLS. IF NO SIMPSON LSTA30 SE E FLOOR PLAN PORT ST. LUCI E OPENINGS ARE INDICATED, FULL v w/11-10d TO BEAM FOR BEAM SPEC. v STUDS ARE REQUIRED). & TO FRAME BELOW Job Information: NOTE; 44" MAX. SILL HGT. ON " ALL BEDROOM WINDOWS. m VINYL FRAMED WINDOW LnD WINDOW STOOL ��'I W/ SCREEN CETIENTITIOUS DECORATIVE PER SPECS „ PRECAST CONIC SILL ai FINISH 7/8" THICK PER ASLM , o C-926-98A PAPER BACKED FOIL R-4.1 INSULATION AT CMU BLOCK WALL 2X STUDS (SEE FLOOR PLAN FOR PER FBC AND ENERGY FORM V MORE INFORMATION). SEE T523 1/2" DRYWALL SUBMITTED WITH PERMIT v EXTERIOR FINISH - ON SHEET 6 APPLICATION (SEE ELEVATIONS) c FOR NAILING INFORMATION FOR J cd R-13 INSULATION AT EXTERIOR WALL SHEATHING. WOOD FRAME WALL PER FBC P.T. 2X #2 SYP. BASE PLATE 1 x 2 P.T FURRING FIG. DOWEL #5 DIA. REBAR 1 x 4 P.T. 17" IN CONCRETE . 25" —� g- = 1O (, W $ t- 0) AND ENERGY FORM SUBMITTED EXTEND (ACI 530 ABOVE BASE NAILER ) r= k2 U w/ 1/2 x 8 A.B. (OR 1/2" x 8" TITEN WITH PERMIT APPLICATION HD) w/T' WASHER AT 32" O.C. SLAB. ALL LOCATIONS SHOWN WOOD BASE , SIMPSON HETA20 Al ' Al BUILT-UP CORNER MIN (3) 2x4 o > m M m ai MIN. 6" FROM END - SEE WS07 ON FOUNDATION PLAN w/10-10d TO COLUMN rl M N E 2 WOOD BASE FOR TERMITE SHIELD SEE FOUNDATION PLAN FOR POST OR 4x4 POST w/ 2x4 UNDER ' ¢ m SEE FOUNDATION PLAN SLAB • EACH END OF BEAM ' r � � m 00 0_ FOR SLAB INFORMATION TOP OF SLAB INFORMATION — - TOP OF SLAB NOTE: ; 2 X 4 P.T. PLATE � CD o OQ BOTTOM STRAPS MUST BE s ' m Lu z) " INSTALLED ON INSIDE OF ♦ GRADE I GRADE COLUMN. DO NOT BEND I�,,,, Model Name / Number: ( N STRAPS UNDER PLATE. ° b ° r CLEAN ' • - 3 : SEE PLAN FOR iv PLACE STRAPS IN FILL 4 ° Sy 11' 22GrJ COMPACTED 9 IRE -BAR QUANTITIES - CELLS w/#5 REBAR ,;" r • (TYP.)4 COURSE HIGH CMU BASE o Plan Issue Date: FILL IT , I ; ; ; e ;'•, �• .. FILLED w/ CONIC - SEE PLAN FOR 8 Friday, May 22, 2020 " +•: SIZE. TOP OF COLUMN BASE - a 16" SEE FOUNDATION PLAN SEE PLAN --SEE FOUNDATION 2'-0" AFF c KA PROJECT NUMBER: FOR FTG REQUIREMENTS PLAN 20-3503 s WS01 TYPICAL WALL SECTION - 8" CMU 3/4"=l'-O" NOTE: DETAIL CD21 / S.2 MAY BE SUBSITUTED FOR THIS DETAIL - UNLESS NOTED OTHERWISE o �c a Sheet: - S2 Of: WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4" V--0" CD22 ENTRY CMU COLUMN BASE W/ FRAME ABOVE N.T.S. TYPICAL FRAMING DETAILS WHEN REQ'D RECESSED PRE -CAST LINTEL 8" D BLOCK TIEBEAM W/(1) 45 REBAR U.N.O. NOTE: MAY CUT BACK 2x8 P.T. CD I STRUCTURAL TOP TO ALLOW CONT. 2x4 BLKNG SHEATHING AROUND CURVE, MIN. 2 TITEN CLIP EACH TRUSS ANCHORS TO 2x8 (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE LINTEL . •a (SEE PLAN) EXTERIOR SHEATHING ; 7/16" O.S.B. 2x8 W/ (3) 12d ATTACHED PER NAILING EA. SIDE TOENAILS EACH END SCHEDULE T613 ON SHEET 6 STUD ANCHORING: STUD TO TOP PLATE: 2X 3LK'G. 7/16" OSB W/ 6d R-19 INSULATION AT EXTERIOR SIMPSON SP4 TO O.S.B. NAILS @ 16" O.C. WOOD FRAME WALL PER FBC W/ 2 - Sd TO SIDE & TOP NAILER AND ENERGY FORM SUBMITTED EA. END WITH PERMIT APPLICATION 2 X 4 SPF (WHEN EXTERIOR WALL IS AT 16" O.C. EDGE VIEW 2x4 SPF CONTINUOUS EXPOSED TO INTERIOR SPACE) BLOCKING ATTACHED 2 X 4 P.T. TO 7/16" OSB W/ (2) 8d STUD TO BOT PLATE: NAILS. SEE DETAIL ABOVE SIMPSON SP4 LINTEL— 2 BUCKS SEE MS11 1/2" X 8" FOR MORE INFO NOTE: HOLD FRAMING 1/2" ANCHOR BOLT BACK FROM FACE OF BLOCK @ 32" O.C. FOR SHEATING TO BE FLUSH WINDOW OR DOOR OPN'G WITH BLOCK FACE 8" CMU WALL WF01 I DETAIL @ ARCH WINDOW FRAMING V � V C N m � (O m °p� W 1, 1'A" 145" 1S5 (2) 2 x 4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x 6 LAMINATIONS W/ (2) ROW OF STAGGERED 10d ROWS OF STAGGERED 16d ROWS OF STAGGERED 16d COMMON WIRE NAILS COMMON WIRE NAILS COMMON WIRE NAILS (D = 0.148", L= 3") OR EQUAL (ONE INTO EACH OUTSIDE FACE) (ONE INTO EACH OUTSIDE FACE) (D = 0.162', L- 3-1/7') OR EQLAL (D = 0.162". L= 31/2") OR EQUAL 1)�ADJA"CENT NAILS ARE OMEN FROM 3) FOR 4411Y. PROVIDE 1/4"DIN. x 51/2" LAG OPPOSITE SIDES OFTHE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3PLY) 2) ALL NAILS PENETRATE AT LEAST 3/4' OF 4) REFER TO NOS SECTION 15.3 MR THE THICKNESS OFTHE LAST LAMINATION, ADDITIONAL INFO. WF37 I TYPICAL COLUMNS DETAILS N.T.S. FOR OVERHANGS GREATER THANE.FILL 1ST. 4 COURSES 11/2" CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) F.F. VERHANG FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 5/8" . NO REPAIR REQ'D. N.T.S. IJ STRUCTURAL SHEATHING 7/16" MIN. NAILED W/ 8d COMMONS @ 3" O.C. @ ` EDGE & 6" O.C. FIELD RUN ` FULL SHEET FROM BOTTOM OF FALSE BEAM SEE GE05 FOR STANDARD � I � GABLE END FRAMING Z I +I u� _ I+ +I y I p 2X TOP PLATE TO o i GABLE END W/ 16d NAILS @ 6" O.C. Ja J 2X4 STUDS @ 24" O.C. W/ SINGLE BASE & TOP PLATE W/ PLYWOOD SHEATHING COVERING GE15 I FALSE BEAM AT GABLE END N.T.S. 2x8 SYP #2 TOP & BOTTOM ATTACHED W/ (1) ROW 16d 2x6 SYP. #2 NAILS @ 16 O.C. RIPPED BOX HEADER DETAIL Q IF ONLY (1) KING >< 7/16" O.S.B. (1) JACK USED AT EA. SIDE EACH SIDE OF 2X BLK'G. TO OPENING G.C. TO O.S.B. W INSTALL (3) TITEN HD. W/ 2. 8d EA. END 5/8" x 8" EQUALY SPACED PER SIDE INTO CMU AT JACK TO HEADER, NO BASE EDGE VIEW CONNECTOR REQUIRED (3) 16d SEE PLAN [SP4 AT COMMON FOR WLL 24" O.C. NAILS(TYP) T HGT. CMU la. pit pal�� '*'�HEADER PER LOCATION go P • .. // „16I p O.C.• • • ' .,�II RR END TYP. !EACH 2x4 SPF CONTINUOUS• ' ©ATTACHED TO • • .. NAILS. SEE DETAIL ABOVE ELEVATION FOR ROUND/ SQUARESEE • BOX HEADER—j EACH • CMU PROVIDE 2x4 ON TO OF 2x8 TO BLOCK OUT 2 ROWS 12d @ TOP PLATE ATTACH w/ 3" O.C. OUBLE 2x4 (2) 12d NAILS O.C. TOP PLATE (SOLID BLOCK w/ 2x6) 48 4f 2x4 STUD PER PLAN 2x4 BEYOND AGAINST 2x8 STUDS NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN TOP PLATE W 8d 2 1/2" x 0.131 NAILS (SIM. w/ 2x6 * NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) TOP PLATE TRANSITION PIPE OR DUCT w/ OUBLE 12d PENETRATION THRU TOP SPLICE TOP PLATE w/ MORE THAN 50%OF TOP ROWS 12d PLATE WIDTH INSTALL @ 3" O.C. SIMPSON PSPN516Z W/ (12) 16d NAILS TYP. 477N TOP & BOTT. NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d IONAILS (2) ON EA. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO TOP PLATE W 8d 2 1/2" x 0.131 NAILS * NOT REQ'D. WHEN QT SYSTEM IS APPLIED NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL 'OP SPLICE DOUBLE 2x8 TOP PLATE w/ 2 ROWS OF NAILS @ 3" O.C. BOTTOM SPLICE OVER STUD WF17 I TOP PLATE SPLICE DETAIL 3/4"=1'-( * CRIPPLES MAY/MAY NOT BE PRESENT. VERIFY HEADER ELEVATION HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 1 2 X 6 WALL JACKS KINGS JACKS KINGS SIZE EA END EA END EA END EA END LESS THAN 4' (1) (2) 1) (2 >4' BUT <9' (2) (3) (2) (2) 3 4 3 4 2x CRIPPLES @ 16" O.C. W/ SIMPSON SP2 TYP. - TOP AND BOTTOM * WHEN STUD LENGTH 15 LESS THAN 12" USE LSTA30 STRAPS AT EACH STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EACH SIDE FILL ALL HOLES IN — STRAP 10d NAILS C —� 8" O/C TYP. DOUBLE 2 x 4 CRIPPLE STUD TYPICAL (U.N.O.) - * * HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS WITHOUT UPLIFT HEADER ANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE NO. & SIZE OF & GRADE RAFTER TIES EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE SEE SCHEDULE 2-ROWS 12d NAILS STAGGERED @ 12" C/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @12"O/C FOR 2x10 OR GREATER HEADER DOUBLE 2 x #2 S.Y.P. HEADER W/ 1/2" FLITCH PLATE HEADER.(U.N.OJ FILLING AND BLOCKING AS REQUIRED FASTENED TO HEADER W/(2) ROWS OF 12d @ 16" O/C UNLESS NOTED OTHERWISE 2 x 4 STUDS TYP SIMPSON HTT4 W/ (18) 16d NAILS &A 5/8" EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O. OR 8 112" AT GARAGE STEP DOWN an -NMI W.112 WF21 I KNEEWALL @ ENTRY FRONT WALL 1 3/4" = 1'-( WOOD BEAM SEE PLAN FOR SIZE - TYPIC WALL SIMPSON HUC410 OR (2) HUC210 TO BUILT-UP COLUMN SUPPORT COLUMN BUILT-UP MIN. (3) 2x4's OR 4x4 W/ (2)-10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20's w/(12)-16d EA. TO COL ALT: (2) MSTAM36 STRAPS CENTERED w/ (13)-10d NAILS Ea TO COL. TIE BEAM CD04 I BEAM @ RAISED ENTRY MASONRY WALL I N.T.S. m a:vG �5A $ d .irrlJ `• L J �dEdil - !u5t:ILuN >• a S, -qR 9 N ? 00 g eO ,QQO e,01 LO 00 LL W LL W � do �^2 O- K dE �9� o 3 z o a I- w S- m�5� LL •I ? m m 0 s P gm Spa U a 0 as o a �E�� a ;m 0 0" Z o y r .9S 0 t�2WWW.M Z N O z C_ a a m t� V I _ Z 0 c i1 `Q) CL �f i2l •O E U • /.. w y, C p DO(nF0m -,.. U 12NE U J OD '® 2 TTp �p ix a0)om Mt am ® P%AMC ue%RAec FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Jab Information: ry 0 z r_ o LD W i U ` <f \ / Y 6 t m 6 6m cal 00 l 0 __I LU Z) 9 Jm(nU) 00 Model Name / Number: 2265 Plan Issue Date: Friday, May 22, 2020 VT KA PROJECT NUMBER: 20-3503 a N Sheet: S-3 Of: ��{/ TYPICAL WALL DETAILS 0 MS18 I RETROFIT WALL OVERHANG DETAIL N.T.S. WF39 I TRANSOM DETAIL AT ENTRY 1 1/2" = 1'-0"l WF09 I WALL HEADER DETAIL N.T.s. ' *DIAGONAL SPACED AT 20'-0" O.C. MAX SAME SPACING AS BOTTOM CHORD LATERAL BRACING TBE LESS THAN O OR EQUAL TO 45° I _ ' I MINIMUM 2"x4" ' CROSS BRACING (SEE PLAN FOR ' LOCATION) BLOCKING 00 li yam" I I� 1 I �' q ' (3) 12d a PER JOINT CONTINUOUS LATERAL BRACING- m NAIL OVER X-BRACE AS SHOWN- ) INSTALL BLKG. AT TRUSS WEBS `o CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING _X-BRACING - 2x4 SPF OR SYP o w/ (3) 12d @ EACH TRUSS WEB 'y c 3 N TB01 TYPICAL CROSS BRACING DETAIL N.T.S. T11302 TYPICAL CROSS BRACING DETAIL N.T.S. d Tl0�Ad®fQ® y�'<?c,�®.� PROVIDE 2X4 MIN. BLOCKING AT ° e+�' Q4.••° t 1 G [ • \' "`�?' CENTER LINE OF HIP/RIDGE, TYP. � •e• ~'^� BETWEENTRUSSESW/ (2) 12DTRUS S�$z EACH OTOP r CHORD E JA �u � < 0� c TRUSS ALTERNATE TO BLOCKINSa ��®to L A PRE-ENGINEERED VERLAP TRUSS BRACING 3 `s, WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP o S�s �(� g> 10 s. A ______• TRUCTURAL PACE g jTeeesae+�Y'0 �. G.T. SHEATHING ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 'm TOP CHORD WHEN REQ'D NAIL TO TOP CHORD JACK TO PREVENT SHEATHING OF HIPPED TRUSS W/ a SPAN FROM EXCEEDING RUSSE HIP 12d NAILS @ 6" O.C. MAX 24" SPAN (EITHER G.T o SIDE OR BOTH IF REQ'D) m s (2) 12 A MINIMUM (3) 12d 0 c ROOF AT 12" O.C. MAX PER JOINT MINIMUM 2"X4" SPF OR m' o _ N SHEATHING SEE * SPACED AT 10'-0" MAX SYP TRUSS BRACING n PLAN R 9E 2�„g m cG�i 10 00 W 2X4 BLOCKING iu PNm LL LL LL abP° w HIP US ° M�2 BETWEEN0�'gg-~ TRUSSES Y!�'Ai D� DM a TTRJU��S/� W(` F art _ TB03 HIP / RIDGE BLOCKING DETAIL N.Ts. TB04 TRUSS BRACING OVERLAP DETAIL (TYP) N.T.S. y RM ¢ 8 a o Y w n YIm .,c m ° am V Q as J II D O 0 Oa yy VSE " 8 2 p J gg.WAo � y ,= � YWNW.RSENG.COM ❑ ❑ ❑ m U m z p� TRUSS NOTES: y Y �3/ z � Z M ¢ 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 ~ LL (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND 3 a BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OFSHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED c Z oQ TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT ¢ CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL ° ° m _� v a--1 Lu ~ LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" 0 C MAXIMUM. U '� 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION. 0 ° . ucfn 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. E O w t�^�. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. 1V Jff SEE TYP. TRUSS BLOCKING DETAILS mM SHEATHING c 1° U N E v '. 0 s, 3 TO 4 TRUSS x4 AS SHOWN ALTERNATE 0 = N� a U iZ TRUSS SPACES DIRECTION — c V . Q o ,0 Rus N / CbAMS HOMES VERTICAL SCAB 2X6 #2 SPF 48" O.C. q SEE v` W/ (4) 12d TOP & BOTTOM OR H5 TRUSS (2)- NAILS OR HCLR/LL IN PLACE OF (4110D SECTION TO E TRUSS m ° REQUIRED ®RAFTERS GREATER THAN e'0^ B-B FLORIDA CONTRACTORS LICENSE N0. CRC1330146 3000 GULFBREEZE PARKWAY SEEPLAN WBLE TOP DOUBLE SEE STRUCTURAL NOTES AND NAILING `c GULFBREEZE, FLORIDA 32563 . PRE -Mr. TRUSS PLATE SECTION B-B TOP PLATE SCHEDULE FOR SHEATHING DETAILS DIVISION LOCATION: 2z STUD WALL VARIES w ROOF t SEE PLAN SLOPE / m PORT ST. LUCIE CONV. FRAMED RIDGE MAY BE NAILED w/ MIN. VERTICAL SCAB 2X6 k2 VERTICALX642d \ / \ \ 2X4 SPF BLOCKING / / it a°Ni Job Information: (4)12d WHEN IT LANDS SPF W/ \ \ BETWEEN TRUSSES / / NEXT TO PRE�NtZZAILED CD EACH TOP & BOTTOM OR H5 OR \ \ @ 48" O.C. MAX. 13 d NAILS WHEN HCLR/LL IN PLACE OF (4) 12d 2) MTS12'S REQUIRED RAFTERS GREATER B THAN 8'-0" \ \ 2x4 SPF BRACE / Ni @ 48" O.C. - NAIL w/(4) TIE12d AT EACH END&EVERY HEATHIN RAFTTER rd \ \ ALTERNATE DIRECTION OcoLUR 2X4 BLOCKIEN CBBEVEL CUTS 2@ TRUSSES WAILS (OPTIONAL) Cl EACH ENACH BAY / / $-cALTERNATNOBWOOD re 2x4 SPF w/ (2) #Tx3-i/2^ TRUSSES SCREW EACH TRUSS / / .SEE PLAN I IBLOCKING 4BETWEEN OR H5 @ 48" O.C. F � • •mUSS \ / / E \ CON. ROOF SHEATH) NG AT TRUSS TOP \ / / / M N ?� U STRUCTURANG CHORD AT ALL HANG FRAMED AREAS TYP. \ \ / / ° Z Q (D a SEE PLAN FOCTION SIMPSON A34 OR O B(USP MP4) @ \ \ / / O _Mj LL I � <ITRUSSES 2X4 P.T. BLOTWEEN WAILS @ DIAGONAL WOOD 2X8 #2 SYP RIDGE BEAM 2'-0" ON CENTER \ \ / / 0 W 00 AT 8'0' EACH END MAX TRUSS 2xe RAFTERS @ 2'-O"O.C. 2X4 SPF BLOCKING \ / BETWEEN TRUSSES vi ,n MAX. W/ (3) 12d COMMON Y V @ 24" O.C. MAX.w/ Model Name /Number: WALL BELOW TOENAILS TO RIDGE BEAM 2X4 RAFTERS FOR SPANS LESS THAN \ / \ ,\ (3)12d EA. END (TYP.) (SEE PLANS FOR TYPE) CONC. MASONRY 4 FT @ 2' W O.C. MAX W / (3) 10D / SEE PLAN 2265 2X4 CONT. AT STEEL OR WOOD COMMON TOE NAILS TO RIDGE BEAM �' Plan Issue Date: T & B CHORD BEARNG SUPPORT TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/z" SPACE Friday, May 22, 2020 @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING V KA PROJECT NUMBER: SEE PLAN FOR MORE SHEATHING m 20-3503 INFORMATION � 2x4 S.Y.P. x T Sheet: �_� Of: @ 16" O.C. o TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.S. T11315 EXTERIOR NON -BEARING WALL DETAIL N.T.s ROOF FRAMING lul 0 AND BRACING DETAILS FILE COPY WATIMOm Faabener 5pedng t IMI Had and Stil) Wall Frandng: w2 Spruae/Dine/Fir a Beeler C� 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 1 1/4" EMBEDMENT INTO THE MASONRY JAMBS. % SPA EVE 6" 6" 6" 6" SINGLE DOOR 6' G DOUBLE DOOR W/ SIDELITES SINGLE DOOR W SIDELITE gA /E fl cA C 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. TOP OF SLAB c� Z 1 -II "II ° 1 ° ° d VI o z I 'It,16" MIN. DIAMETER ! A CONCRETE FOOTING 5" SPACE EVENLY Line valieyby centering '4ra4fses \ `"3a6"N10e "_ a�o/yb� �LSa rlainreed Win rGuary eared e ' /a r#+ Yay atefla,ma g irlgle. ntlerlsyment or P. qulValemotr to Rake / 1 6` oft nail Pntnin Metal Embed earn shingle Er'IrS..7- Valley Centsrline In a 2- Wstrip rt esp(ielt reging 0 meM. , Cut 2" dp 1 span ofupl* . Cu7i9l..q back from valleyeentedine SHINGLE INSTALLATION GUIDE IIIIIII�W IIINM R9RRill E NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS.6 PER SHINGLE. P-6tDed sok Unden� ` A 40q We OOWsa gTdDWyod GDo,* 1sL ,2g" / ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT sEALANT arum ALL LEVEL VALLEY TEXNRED, PAINTED BEHIND FLASHING LOCATIONS) FXTER. WALL FINISH AND EXTENDING A MINIMUM OF 6" ABOVE S. X 6' H GALV. VERTICAL RISE OF FLASHING K CAL WALL FLASHING CONT. AT KNEEWALL TRY PLASTER STO SEALANT SHNINGLE5 ro FLASHING DETAILS NOTE: THIS DETAIL IS REQUIRED BlAsnwc AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET J KNEEWALL INTERSECTION INSTALLATION BUCK STRIPS - 2x (DEPTH OF W'DOW AND/OR SGD FRAME MIN.) GLUE STRIP w/ ADHESIVE SEALANT & SCREW w/ 3/16" x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TVDInAI Ow DI It" C INSTALLATION OF WINDOW ATTACHMENT N.T.S BUCK STRIPS - 1x4 (DEPTH OF Wow. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS 1/2' DRYWALL FLAT HD."TAPCON" SCREW THRU o \ 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 ZX WOOD FRAME BY OTHERS SHEATHING BY OTHERS CAULK BETWEEN - FIN &SHEATHING EXTERIOR - — FINISH BY OTHERS PERIMETER CAULK BY OTHERS O.A. WINDOW HEIGHT EXTERIOR t leg" WIN. EMBEDMENT IS WOOD SCREW EM TYPICAL FRAME OPENING WINDOW INSTALLATION N'T.S 1/4" MAX. 'SHEM SPACE i90528.5 OPP EDGE. �HOwUE DRIP EDGE AT [AVES AND GABLES OF p11NGIE ANT S. OVERLAP TO tlE A MINIMUM TAn (76.,). FIVE DRIP EDGES SHALL EXTEND bin BELOW SHEATFING AND EXTEND BACK ON THE iCOP A MINIMLM OF Zr. DRIP EDGE AT EAVES 'HAL'_ SE PERMITTED TO BE INST.NIFD EIMER IVER OR UNDFR THE Uri AYMFNT. IF INSTALLED IVER THE LNDERLAYMENT, MauA SHML REA JINIMUN 4In WON OF RW F CEMENT INSTPLLED 1VER THE GRIF EUOE FLANGE. GRIP EUGE SHALL 3E 0EC[IANICALLY FISTENEO A MA%INUM OF SRIn ON r#Bw8ews w Wuntlnp. Fin '... 63edor V10A, of 110IT 1.1/2' Sam Minimum Penetration 13/8' Crass Section View Mn(imrn � vrI ��Slltmne f �fi r*ft Sheathing i nV [IR nuo,, r " P.. 31 p May CE pECI%I UdCY r M14P,CtlOry JJI PLaSE?<{Lrk 1t14 Wrap CU p 7ac' Lhe bb�ks t Ga s arras arx7 o4tsr c ay„ „r(il .r^s..tatgn is comeiete. Sept Measure to be sure the opening is 3A8 toI/2 larger than the window am bath verbmlN and AorKomaAy. " You may wish to predrill tree Installation holes In the An a this the FiNdtoxwhater In me mauntly m as they ahem! Sept Apply a 9eewnms bead of 9lkoce to its badesipe of the mounting fin. Use enough sdlarve to sdlfdaTtiy, fill all vows between the no and the wag sheadhing. Sep3 hsertMe window Man the operdng Trap the outs!de. The window is labefed"ilede"and"outede", but 9 these labels have been re "d, fhe timing : bead should always be to the Inside of tlM headim. Sep 4 Instill shims under the Mil, adjusting them until the unit 6 Plumb in the missing. Shims Shmdd be b"U&ed under the Of every 2 feet. _.... The whom should be basically, wintered in the n with no mere than 4" gap between the window and well frame step S install a#10 a 1.1Y'=m 4'firm the miner of the fin atom end of the head, sift anti bah'mbN Step 6 Ir14a11 the rat Wng %sbe in 8" increments from the mmLYueawa to the ants of ode hang mm b,. Use cam not tit Wa- lighten tree screws and ill them Mmugh the An. AIM, wake Term the sways go In straight end do rat mere the frame to bow. Wall framing should be minimum of #2 SpruCWPirWFiN -__---- - Sep 8 If desired, a fain insulation can be appRedI the imeror M between the window and wall ba ing. If TqDp8ed, Ndsmetbe the NONEYVANDAV6 rYPEFWiA;. Sep 9 Sine these windows are typically used In rooms with high mo sRoe, is; bathroans, it is recommended that the werior gap between the window and was framing also be sealed with sfoone and tooled w as not to Interfere Mm the instead. of wallboard, till err trim. Step 10 Onoe all owsOuctlon is carve e, remove: the bob* wrap from the retie and outside of the window. IF neoesan', don the bucks wind a mild detergent and warm water using a soft CO. Failure to follow these procedures will void any and all warranties. GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION AND CALL OUTS. Product Approval Submittal Affidavit Building Address: Contractor: Building Permit: Product Design Pressures Manufacture Model # Attachment Method Approval # pp Roofing: 1st Choice DADE COUNTY APP. IKO IndusVues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS, 6 PER SHINGLE. FL7006.1 R-10 W/ 3/8" MIN PENETRATION THRU SHEATHING ROOFING VENTS- Florlda Metal FLAMCO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, Products Inc. "Off -rid a vent" "FROM E12CZE AND 4" D.C. Typic L MAX. FL21580.1 R-1 ROOFING UNDERLAYMENT: 1st Choice TAMKO BUILDING TAMKO No. 30 UNDERLAYMENT SHALL BE APPLIED AND FL12328 RS PRODUCTS # 0 ASPHALT-SATIJ RATED ORG C FE T ATTACHED IN ACCORDANCE WITH R905.1.1 2nd Choice Overhead Garage Doors: 1st Choice 1 +30.0/-30.0 CLOPAY 73W6 16 x 7 2"x6" P.T. WOOD JAMB WITH (5)1/2" DIA. x 8" "J" BOLTS FL16546.1 2nd Choice +30.0/-32.0 CLOPAY 8 x 7 a x 7 FL15279.36 Swing Doors: 1st Choice +67.0/-67.0 THERMA 7RU-CORP. FIBERGLASS 0 GLAZED INSWING 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 FL20461.1 2nd Choice +67.0/-67.0 THERMA TRU�ORP. FLUSH FL204'1.19 FJBFRGLASS DOOROUTSW.. BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM 0461. TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. THEREAFTER. (TYPICAL ALL 4 SIDES) Siding: 1st Choice +0/-146.3 The Tapco Group 7" Staggered INSTALLAITON FASTERNERS ARE GALVANIZED STEEL ROORNG FL20403.17 Shakes NAILS 11h" LONG WITH 1/8" DIA, SHANKS & 3/8" DIA. HEADS AT 10" O.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL N.A. N.A. N'A. SHALL BE BEYOND WALL DRESSING Windows: 1st Choice +40/-50 MI WINDOWS 3540 SERIES Single F ung (fin) SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN. 11k" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. FOR INSTALLATION THROUGH 2x BUCK USE #8 WOOD SCREW OF FL 17676.1 R9 +40/-50 MI WINDOWS 3540 SERIES Single Hung flange) FL 17676.8 R9 3540 SERIES 354 FRIES +50.0/-50.0 MI WINDOWS re SUFFtENT LENGTH TO ACHIEVE 13h" INCH MINIMUM EMBEDMENT FL18644.3 R3 IN WOOD SUBSTRATE. Mullions: 1st Choice M-1926 MI WINDOWS Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE FL 18504.1 Mullion 3/16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 11/4 Horizontal LL 15804.2 IM M-1926 MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM EDGE DISTANCE Fixed Glass" • 1st Choice +50.0/-50.0 US BLO K 625 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR FL18644.3 R-3 WITH MIN. 12A" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD 2nd Choice BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. 3rd Choice Soffit: Choice +55.0/-35.0 KAYCAN LTD S" BEADED , SOFFITVINYL 1 1/2" NAILS 10"1st I DIRECTION OF SO O.C. FNGTH FL16503.4 R3 Hurricane Panels: 1st Choice 48 PSF EXT/ HURRICANE STORM 24" Ga. GalVenized DIRECT MOUNT. TOP y"-20 MALE PANELMATE W/ FL16293.1 46 PSF INT. PANEL MFG. INC. Steel Stonn WINGNUTS AT 12'/2" O.C. BOTTOM 1/a 20 SIDEWALK Panels BOLT W/ POWERS CALK -IN I have reviewed the above components of cladding and have approved their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: FI. # 56126 Name: TODD M. BORN Certification Number: FI. # 82126 Name: Luis Pablo Torres Certification Number: FI. # 87864 FILE COP"I'll lk ��`` \'0 tTOt . 'Q Hr ' i L K "•..... i E Ada �1 m �j N m s $ F Is to N �,a F N 00 (r o n Q 6 LL �! All M see � Ifl ic° 1 a amw N a._m zFE j 's 3 z o -. Er 012 E of _ 6 la E m ode o 68 �°IL IL on a 2 o AD S� W o n 1°-5 �.$� WWW.FDSENp.CgM ❑ ❑ ❑ s, Z ro N Z N 0 2!m o m zro � c Q o y J a 9 0 v Zed /1 In (9 ¢ M m � w F a o I_ 4 L d N c m e t/1 zG m m mr7 G im U mN m w 0 0 ao o '. FLtrj W ® Q m O P DAMS HOMES '0 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 d DIVISION LOCATION: 6PORT ST. LUCIE 9 VI Job Information: IX 0 Z C cH W N U M coro CN AD E 2 J COa a a7 O Lj JmU)(/) Model Name / Number: 2265 Plan Issue Date: Friday, May 22, 2020 KA PROJECT NUMBER: 20-3503 Sheet: S-5 Of: MATERIAL REFERENCE INFO (PSL) MECHANICALLY FASTEN AS FOLD UP WEATHER NECESSARY IN CORNERS THROUGH BARRIER & WEATHER RESISTIVE FLASHING REQUIREMENTS THESE DETAILS ARE GENERIC AND MEANT TO SHOW SELF -ADHERED FLASHING , , RESISTIVE TEMPORARILYSECURE BARRIER GENERAL FLASHING AND WATERPROOFING METHODS WEATHER DOOR ROUGH OPENING TO BE USED. R703.1 General. Exterior walls shall provide the building with &weather -resistant exterior wall envelops. The exterior �RESISITIVE WINDOW UNIT wall envelope shall Include flashing as described In Section R703.4. A water -resistive barrier Is described as a BARRIER WOOD FRAME CONSTR. materiel behind an exterior wall covering that Is Intended to resist liquid water that has penetrated behind the exterior TAPE s EXTERIOR SELF -ADHERED FLASHING 3/4"-1"BEAD OF CONSTR. SLOPE covering from further intruding into the exterior wall assembly. An extoller wall covering is described as a material or SHEATHING BY LAPPING DOWN 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 JOISTAND UP THRESHOLD OF DOOR AND RETURN (0.6 cm : 30.5 Cm) banter, insulation, or for aesthetics, including but not limited to, veneers, siding, exterior Insulation and finish systems, ' we"rua, -"w"�ovl WALL BY 6 IN- / OR JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING PRODUCTS D E TA I L S architectural trim and embellishments such as cornices, soffits, and fascias. \WEATHER " 1 R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 RESISITIVE SELF•ADHERED FLASHING EXTERIOR CEMT. FIN. f TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horbontally, with the upper layer lapped over the lower layer not less than 2 Inches BARRIER SEAL lops of JOISTS ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 (61 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material UNDER DECKING shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the (SEE DETAIL WP07) SUBFLOOR requirements of the exterior wall envelope as described in Section R703.1. SELF -ADHERED FLASHING WIRE LATH R703.7.3 Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based HEAD FLASHING TIE-IN INSTRUXTIONS: Detail Instructions sheathing, shall Include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of 1. Cut, fold up & temporarily secure weather RIM JOIST Grade D paper. The Individual layers shall be installed Independently such that each layer provides a separate resistive barrier above headerto allow for flashing installation Refer t0 the number marked as ® in each detail that corresponds to the continuous plane and any flashing (installed in accordance wlth Section R703A) intended to drain to the water -resistive 2. Self -adhered flashing plus head flashing under weather BUILDING numbered items in the list of instructions below: barrier is directed between the layers. resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape t Q (21 �`J 2 PAPER 2O 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 and 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 y � R703.4 Flashing, Approved corrosion -resistant flashing shall be applied shin a erase to prevent entry of g ng scale: NTs SELF -ADHERED FLASHING FLANGED WINDOW WPM SELF -ADHERED FLASHING IWPO2 SELF -ADHERED FLASHING W PO3 scoring cuts water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes framing p a used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER 5. Remove all release paper per standard installation instructions and building wall with a sealant complying with AAMA $00 or ASTM C920 Class 25 Grade NS or greater for proper joint adhere to substrate using a square piece of flashing material (6" x 6" expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing In exterior walls shall comply with AAMA 714. The flashing shall extend to the EXTERIOR SHEATHING RUBBERIZED RUBBERIZED ASPHALT Minimum). surface of the exterior wall finish. Approved corrosion resistant flashings shall be installed at the following locations: EXTERIOR SHEATHING y4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER INSTALL SELF -ADHERED FLASHING JAMB & HEAD ASPHALT ADHESIVE 6. Fold as shown by arrows THRESHOLD OF DOOR AND RETURN FLASHING, SEE ADHESIVE SELF -ADHERED FLASHING 7. Angle of corner may vary, adjust folding of the flashing accordingly t 9 Y Y� 1 9 g g y 0 fit 1. Exterior window and door openings. Flashing at exterior window and door opening shall extend to the surface of the UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW tight to Corner exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. REFER TO TECHNICAL OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL V✓P01) I Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings LETTER ON CHEMICAL SCORED 8. Mechanically fasten as necessary shall be Installed In accordance with one or more of the following: COMPATIBILITYRELEASE PAPER 1.1 The fenestration manufacturer's installation and flashing Instructions, or for applications not addressed in the SELF ADHERED SELF -ADHERED FLASHING, "r (BEFORE FOLDING, SCORE fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where FLASHING EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE AOHEs(vE As saowM flashing Instructions or details are not rovided g provided, pen flashing shall be Installed at the sill of exterior window and VERTICALLY FROM door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the BOTTOM OF THRESHOLD exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashingshall z 3 ^ MECHANICALLY FASTEN AS incorporate flashing or protection at the head and sides. SECTION -A NECESSARY IN CORNERS THROUGH SELF -ADHERED FLASHING 1.2. In accordance with the flashing design or method of a registered design professional. (SEE DETAIL WP02) 1.3. In accordance with other approved methods. SELF -ADHERED FLASHING O V1 \ 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. V 23. 3 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both SELF -ADHERED FLASHING 5 sides under stucco copings. NAILING FLANGE t 4 11 OO Under and at the ends of masonry, woad or metal copings and sill&. DO NOT FLASH OVER - BOTTOM NAILING 8 SEAL TOPS OF JOISTS UNDER DECKING 2 B 7 4. Continuously above all projecting wood him. FLANGE (SEE DETAIL WP07) 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood4rame construction. 6. At wall and roof Intersections. SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING IWP06 HALF ROUND WINDOW 7. At built-in gutters. - SELF -ADHERED FLASHING- DECK PROTECTOR - '")s.`'"•' SHEATHING _ -- WIT' Cement Plaster 7/8" Cement Plaster in accordance with 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 N11 , DECK PROTECTOR Building Paper Building Paper 7/16' O.S.B. (- 7/16" O.S.B. sheathing %. sheathing DOUBLE x" %% ' ' SINGLE JOIST Metal _ Keep to ge JOIST SELF -ADHERED FLASHING - . - , ..:' Flashing , , reed screed SELF -ADHERED FLASHING 1 2" below top Of 2 3 1/2" block 3" MIN Unperforated; - 4 Flange 7/8" Vulcum Weep Screed cauk bottom O 5 joint only Maintain Metal Flashing SELF -ADHERED FLASHING \HO.8362x;DECK JOIST Fw P07 SELF -ADHERED FLASHING OUTSIDE CORNER W P 08 APPLYA LIQUID FLASHING TO THE MASONRY OPENING HEAD, JAMB, SILL IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE W P09 Bottom of We Screed 1 1/2' to 2" Unperforated Flange 2" Weep Screed INSTALLATION OF THE BUCK/RECEPTOR. Above ROOF Sheathing 1 /2" Cementitious Decorative Finish 5 • • o, All inside and outside will EXTERIOR WINDOW UNIT o need to be miter CEMT. FIN. cut and caulked all Cement Plaster •, butt joints need to .••,o, BUILDING PAPER SLOPE in accordance .O• becaulked using SLOPE 0.3 in: 12.0 in SLOPE with ASTMC926 0Vulcum caulk for all 0.3 in: 12.0 in over wood 2nd 0.3 in: 12.0 in (0.6 cm : 30.5 cm) (0.6 cm: 30.5 cm) floor (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING WIRE LATH SELF -ADHERED FLASHING -' - EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH 1/2" Cement SELF -ADHERED FLASHING Plaster Finish Block WIRE LATH 2 1/2" Perforated "0 Flange 1/2" Weep BUILDING PAPER BUILDING PAPER Cement 4, Screed Plaster over block EXTERIOR' 1st floor _ WINDOW UNIT CEMT. FIN. Install bottom [F17 Slab edge of weep screed 1" below finish floor OPTIONAL DETAIL $ 3 Note: O The building paper and metal lath be installed over the top of WEEP SCREED DETAIL SELF -ADHERED FLASHING CEMT. FINISH WINDOW HEAD WL10 SELF - ADHERED CEMT. FINISH WINDOW SILL ]:WPl1 W P 12 the SCALE: NOT TO SCALE CEMTFFI FINPARAPET WALL Weep Screed. `v'vt0 f OR�°% p.- 'O.• $ PEE UP •:i."Ot �O''•.. tv:� T3 E {{aa O di 0 r Do 00 Yo Pas€'' O MM2 g -`8'ati GaN w NO UI .IDCV� Ic 0 o� <m a r Z vy`6.pa Z Z O ark vdNo30:� gc 4, W A�m V ¢ pop O flva 2 o C r°-5 'a5 WWW,FDSENG.COM ❑ ❑ ❑ \a/ M �i Z N � m z g z Z Rom- Z j'tfL�iJ,{! C9 Z /fat w o E 0 Q V) _w o � c on U ENE y r` OfLo a on o i s _�DAMS HOMES FLORIDA CONTRACTORS UCENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦ I Job Information: Cr. O z W LID rI m m di zF- M N 00 0- 0 _J LLJ C, LL J m (n (n VI Model Name / Number: 2265 V1 Plan Issue Date: Friday, May 22, 2020 ♦ KA PROJECT NUMBER: 20-3503 � Sheet: WP Of: 0 cv L WATER PROOF DETAILS 4" bath duct to rood cap w fan Ligg,ag*ld- •••o►G, H2!OS H2 aS J80 • - --- 3 ca), 03fl9 "ar, 3V08A TEAD3599 "ar E: z 223903 "O r S x c� 320H Saar LANAI W l rH sale O �� e w �� CED BEDROOM 4 105 T ATH 3 rH : OWNER'S BEDROOM OJD "0 DJO „0-`8 :HE OaAE 1 x66 iwcd yam.9� 00 "0-'8 6„ 10 6 1 wcd 9M3r ) o \� 40 \ 'H2 OZOC. (S) TN3MHOATTA 10x10 rag [ saes I T A3NA:198 rH $ M l Oxt 1 wcd 18x18 rags Baos—s 35 14x8 1wcd N2\fl N x rag 16„ 175 6„ BaoS—s i 8 H2\9 ., H2\9 S 18x4 1 we 0x10 ra 14x8 1 wcd 8x4 1 wcd 15 z 195 5 \ / a rr 101, BEDROOM 3 6" KITCHEN F OJD ..o ,ROOM 4„ 4" ,� DJD �8--- H \9 Hz\fl 4 bath duct 10x61wcd to roof cap w 70 1 ox6 1 wcd 8» w /f a n 75 5„ w - N \ O's BATH . --d Nutone 696RNB r.CD 10 10x6 1 wcd: w xfi (f-ra 6„ �. r 45 _. 24x fbrag 14" x4 1 d Baas N Jf9 )9 nl 5 , 0 BEDROOM 4 - » we �6 —� ® "C-'E OT xo8 9ofla Hz -a aJD 0-'9 - 10x6 1wcd -" J� W `a' 1Ox6 1wcd BA 40 105. r FcOYER 7„ \ _ ,� 80 f _ a o OJO 10 N 4 bath duct x4 1wc DININ _ I .00J D\A Y9AM199 -. I L R 12X6 1 wcd V' Y8 03TTIMA39 2A p p x or or m to roof cap D anlaflo DOJ a_E 0 LIVING RC)nM 42X42 A/C SLAB ITILITY _ M TJD �,O B� � I _ W fan �or oT 91H Q3T513VNI Nutone 6 9 6 R N B BY B LD R MIN Baas-E s _ � g 9YT WOOHIW Y3193V H2\fl H' H W HOITAV3J3 HTIW �8a0E 2 FROM WALL g sa8s � r113012 "sr (s) '!'H\ H2 aS J80 �� .VBA M02HA9' OJH T .T3M V9A .61A9T EM V3J3 332 4" dryer duct \ 22333A OITTA to roof cap o YS�TH-1 H2 �s J60 aJ3I3 K 3TAOo w/dryer vent box yUA 29T 300R VIIM `aE X "SS- 2 CAR E 18x13 len QED `o—`B/5KW 0240V 1PH p platform by 4,� bath duct scale :1/8"=1'a" to roof cap w/fan—light Nutone 763RLNB 320H� Sri 8818 O II AREA CALCULATIONS 1st FLOOR 2281 S.F. TOTAL LIVING (AC) 2281 S.F. GARAGE 476 S.F. eaEn "A<< �01TAVBJE COVERED ENTRY S) 57 SF COVERED PATIO/LANAI186 S.F. TOTAL AREA UNDER ROOF 3000 S.F. Rating ILE V � v o< LL :tea W C/) 0 \0 ~ N a LU ' a � a � 1 w� y �•�� r M [1-.