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Home My WebLink AboutBuilding plansTERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA INDEX 01 ► 1 %' R318.1 CAST IN PLACE CONCRETE CODE CRITERIA TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, SHT NO: TITLE STICIDES APPLIED TO WOOD OR OTHER APPROVED METHODS OF TERMITE 1 ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5" BAITING SYSTEMS, I 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." PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL STOP BARS OF BEAMS. 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 1 1/2" TO FORM U.N.O. 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ A1064m. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TOIBE MIN .75 LBS OF FIBER PER CUBIC YARD. 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NE'W':DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE& OIL & SHALL MEET ASTM A615/ FLORIDA BUILDING CODE 6714 EDITION (2017) RESIDENTIAL. FLORIDA FIRE PREVENTION CODE 6TH EDITION (2017) FLORIDA BUILDING CODE ACCESSIBILITY 6TH EDITION (2017) NFPA 70-14, NATIONAL ELECTRICAL CODES (NEC 2014) & 6TH FSCR Ch. 34,43 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318.14) SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301-10) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) NOTES: A615M GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2015 EDITION 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "130144 -COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT 2. PRESSURE TREATED. LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. REINFORCING SHALL. BE POSITIVELY SUPPORTED BYTE )ORA STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY USING ADDITIONAL CROSS -REINFORCING TIED TO POOTIr G REf Y FORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAILMS05 ON LINTEL PLAN PAGE. 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING A HESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF R CORD FOR WRITTEN APPROVAL. S. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON C kS PREVALENT AREAS, APPENDIX -I- OF THE FLORIDA BUILDING CODE 6th. EDITION (2017) IS TO BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH. IN T ESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED ITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. WOOD FRAMED CONSTRUCTION MANUAL 2015 EDITION APA PLYWOOD DESIGN SPECIFICATION 2012 EDITION AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE/SET 7.10 ALUMINUM DESIGN MANUAL -2015 EDITION I. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: EXTERIOR COVERING MASONRY WALL CONST. (A) GOVERNING MUNICIPAL AND. REGULATORY AGENCIES (0)LOCAL STATE AND FEDERAL BODIES R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C 926 AND ASTM C 1063 AND THE PROVISIONS OF THIS CODE. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C9O014, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 1900 PSI If m = 1500 PSI ) 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C4 7042A. 3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITHA MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS DEFLECTION CRITERIA EXTERIOR WALL LATH ATTACH EMENT OF 3000 PSI SLUMP 8" T011". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE IkS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. ROOF TRUSSES* LL/360 TL/240 COMMMENTS: MATERIALS, LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION RESISTANT MATERIALS EXPANDED METAL OR N 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE ELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR 10FT, ROOF RAFTERS LL/180 71/120 LONG �'+ CAGE NAILS HAVING A WOVEN WIRE LATH SHALL ATTACHED TO WOOD SHEATHING WITH + LONG,S HAVINGA WOVE ATTACHED WHICH EVER IS LESS. REINFORCING SHALL BE PLACED I THE iCENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. ROOF RAFTERS (W/O CLG)** LL/360 TL/240 NEAR OR 7/S" LONB +S STAPLES SPACED NOT MORE THAN a ON CENTER 7/26"6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS 5 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. FLOOR TRUSSES/ BEAMS LL/360 TL/240 AND HORIZONTALLY (REF 2017 FRC R703 711 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF FLOOR FJOIST*** LL/480 TL/240 7 PLASTER. R703..2 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. R703.7.3WATER-RESISTNEBARRIERS. GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. 8. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 9TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. . 10.. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS R (3) ' AYS 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. *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) 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 I. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEARW LS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLE TOP CHORD LL 20 20 20 20 PLANE AND ANY FLASHING INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL LAYERS. THE BARRIERS SHALL CONSIST OF ONE OF THE FOLLOWING. 1. TWO LAYERS OF AN APPROVED WATER RESISTANT BARRIER MATERIAL IN ACCORDANCE WITH R703.2. 2. ONE LAYER OF AN APPROVED WATER -RESISTIVE BARRIER (PAPERBACKED STUCCO LATH) OVER AN APPROVED SYNTHETIC HOUSE WRAP. SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS 3- ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HA%HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION TOP CHORD DIL 7 7 i5 25 BOTTOM CHORD LL* BOTTOM CHORD OIL 0 10 0 SO 0 10 0 10 TOTAL (PSF) 37. 37 45 55 R703.4 FLASHING. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT 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, BOTTOM CHORD ILL (OPT) ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS, DOT SODIUM BORATE (SBX) DOES NOT. ATTICS W/ LIMITED STORAGE 20 COMPONENTS. FLASHING SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. S. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. ATTICS W/ HEAVY STORAGE 50 • EXTERIOR WINDOW/DOOR OPENINGS. • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTIONS WITH FRAME WALLS. • UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES.. 7.. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. * ATTICS W/ NO STORAGE (NON -CONCURRENT) 10 NOTE: ILL REDUCTIONS ARE. ALLOWED PER CODE BUT ONLY WITH WRITTEN • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 8. ALL ENGINEERING LUMBER. TO HAVE THE FOLLOWING MIN VALUES U.N.O. • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME 0 CONSTRUCTION. PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP 1.7E Fb=2400 PSI MIN, PLAN NOTE R ADDITIONAL F WALL HEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W NAILING INFORMATIONOTHERWISE: 9. SEE 0 FOR 0 ROOF, S 00 S G QU TS 0 G / G APPROVAL FROM FOR OR INDICATED ON PLAN GENERAL FLOOR LOADING • AT WALL AND ROOF INTERSECTIONS • AT BUILT-IN GUTTERS. ROOF DECK: PLYWOOD C-C/Cw% EXTERIOR Old OSB FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. WALL SHEATHING: 7/16" STRUCTURAL I OSB EXPOSURE I OR 15/32" RATED OSB EXPOSURE 1 TOP CHORD LL TOP CHORD DL 40 (PSF) 10 (PSF) COMMMENTS: A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED, WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 30FT ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT s 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+)VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA O O (+) 27.6 (+) 27.6 10 (-) 29.9 (-) 37.0 - (+) 26.5 (+) 26.5 20 (•) 28.8 0 34.4 s O 50 (+) 24.8 (+) 24.8 O '� (-) 27.1 1.) 31.1 (D U5 (+} 23.4. (+) 23.4 100 (-) 25.7 (•) 28.8 DIAGRAM GARAGE DOORS*SOFFIT 9'-0" x 7'-O" 16'-O" x 7'-O" (-) 51.3 (+) 24.3 (+) 23.3 (-) 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY WAN 4'-0".OFALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING, 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAI LS S-3 DETAI LS S-4 DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS M-1 HVAC u S o w911/1�1i(9�rArr: ti sA �VT)/'�' !!!! s,`�iS Er O ul LU y c0 17 E $ !!"✓s ay ON sere Cl) it r11t1 tl T m pv � 8 c u a c E E a �' gg E �Np g9 f ifl N 90 $6'9g ffi'�' Qtid ri tii ri PRE ENGINEERED WOOD TRUSSES BOTTOM CHORD LL 0(PSF) SEE FLOOR PLAN FOR ACTUAL PRESSURES 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 Y _rip ® Z � � � $ a a M, STRUCTURAL PLAN �+ d $ 3 Z o 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS SPECIAL FLOOR LOADING ' -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. m £ a Vi $ m a 000 wes"� m 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO GAME ROOM 60 (PSF) COMMMENTS $ s _@ ILL? N c d WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. BALCONIES/ DECKS 40 (PSF) y' �€+, a c 3 ff p 9 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS, Lo BALCONIES OVER 100 SQ:Ft 100 (PSF) s a 2 a o S 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY LIGHT STORAGE 125 (PSF) g g "z N o ~ J THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. 9 ❑ ❑ ❑ 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. LIBRARIES R 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BREADING ROOMS 60 (PSF) irl Y THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. v U� STACK ROOMS 150 (PSF)10 SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, ,* Z ih AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED GUARD RAIL Q HAND RAILS (d) 200 (PSF) Z o S AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. GUARD RAILS IN FILL COMP. (f) 50 (PSF) E z Oy S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) ¢ SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 (PSF) STAIRS 40 (PSF) UPLIFT CONNECTORS FOOT NOTES o z N 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG "..,ram , y La) O M TO UPLIFT OR LATERAL FORCES, INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD THE TOR _ 41 y �' f. 13ALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A w 'a NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR p w MORE INFO. HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. E t �Q c FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: �/� 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7' EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. It Is the Intent Of Designer/Engineer listed In the tltleblock of these c w o E ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON i/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. documents that these documents be accurate, providing Licensed PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals clear information. Every attempt has been made to 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG 45 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error. The Builder and all subcontractors are required to a C) P THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE) MIXED PER THE MFGR'S 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE review all the information contained in these documents, prior to ® a 1�N1 o noo INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 6TH EDITION (2017) RESIDENTIAL. the commencement of any work. The Deslgner/Engineer are not PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY responsible for any plan errors, oml.ssions,or misinterpretations DURING BOND BEAM POUR. CONTROL OF CONSTRUCTION SITE: undetected and not reported to the Designer / Engineer prior to DAMS` HQMErgs 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONIC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. construction. All construction MUST be in accordance to the = " TO FOOTING ). KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE o r_ 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4) A"x 21A" TITENS TO information found in these documents. Any questions regarding the - a CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED T0, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE 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 v FLORIDA CONTRACTORS LICENSE NO. CRC1330146 MASONRY AND (7}lOd NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 L85 (USE (2) MTSMiB FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS Q Assurance Manager immediately. No. backcharges will be considered 6j MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM30 W/ 14) 1/4" x 11/2" SDS SCREWS AND (5)1/4" x 2 1/4" TITENS ONE EACH SIDE OF TRUSS. TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER for reimbursement by the Designer/Engineer without advanced 3000 GULFBREEZE PARKWAY PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED TO, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER notification and approval by the Designer/Engineer. a GULFBREEZE, FLORIDA 32563 NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY 71MEFOR ANY REASON. a, MISSED, CONTACT THE FOR FOR SUBSTITUTION. Payments will be made In accordance to thof the a reement. C y " r2 n" '^ DIVISION LOCATION: 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND.FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HITS w/ (26) CODE REFERENCES ARE SUMMARIES OFF CODE SECTIONS. ^ e(B 'CODE COM/PL Z PORT ST. LUCI E 16d x 2A/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND Ni EDGE DISTANCE. CONTACT SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. ST. LU CI E CO Job Information: FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD OCATI NS. OOCC ,c VV o MASTER REVISIONS ( N 6 Iry 0)DATE DESCRIPTION I b S m a o O DAMS HOMES z ;v 9 LO 0) FIL - �f Of Northwest Florida®ci > n � oLO a 0-iWm N J m fn (n 820 000 GULF REEZEE PAR GULFBREEZE, u Ll_,®II M 3256 N VModel Name1820r: 1 ®� V Plait Issue Date: X� Wednesday, September 16, 2020 O KA PROJECT NUMBER: 20-6604 MODEL 1� 820 Sheet: � Of: c COVER SHEET BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPUFr MARK SPACING TOP BOTTOM SPECIES CAP -WO BW1 16. (2)18d TOENAILS (2)S6d TOENAILS SPF No UPLIFT BW2 16•. `` R2 W'/ (6J 10d. SP7 W/ (6i-30d SPF 402 STUD, (6)100 PLATE STUD, (4)10d PATE ByyS 18. STUD SPF 803 57UD, () 1(0)PATE 4 10d PLATE BW4 Is. (2) led TOENAILS 12)16d TOENAILS SYP NO UPUFr 13W5 SP2 W/ (8h10d SPi W/ (%10d is, STUD, 8 100 PATE STUD 4 10d PATE SYP 439 BWB (2) SP2 W/ (6)10d SP1 W/ (a)-10d SYP 878 18' STUD 8 10d PATE STUD, a 10d PATE BW7 12" (2) laid TOENAILS (2)led TOENAILS SPF NO UPLIFT SP2 W/ (8F10d SP1 W/ (6110d BWS 12". STUD, is) PLATE STUD, (4) 10d PATE SPF 635 10d (ST SPI W1 (6)-10d BW9 12" D?B)10d)PATE STUD, (4) iOd ATE SPF 1070 BW10 12" (2).16d TOENAILS (2)i6d TOENAILS SYP 0 SP2 W/ (6}10d SPi W/ (6rlDd BW1- 12" STUD 6 10d PATE STUD, (4 iOd PATE SYP 585 U/ BW12 12" STUD, is 30U PLATE STUD,4)10d PLATE SYP 1170 BW13 NOT USED DOUBLE 21 TOP PATE TOP OF WALL rL SEE -PLAN -. V MASONRY WALL OR ICF WALL. SEE PLAN 2x STUDS PER DOUBLE 2x HEADER PAN/ SCHEDULE SEE FLOOR PLAN POR ABOVE MIN SIZE. SEE WFO9/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH ---SEE MSO3/&1 FOR NO UPUFr CONNECTORS ERG WALL TO INDICATED IN WFO9 CAN MASONRY WALL BE IGNORED, CONNECTION INFO 2x MIDSPAN BLOCKING CONNECTORS W/ (2)12d TOENAILS D TOP & BOTTOM EACH END FOR WALLS PER PAN / TALLER THEN 8 -0 SCHEDULE ABOVE F.F. SEE FOUNDATION PLAN FOR MORE 21( P.T. W/ 1/2' AS ® 32" O C W/ 7" INFO EMBEDMENT OR 1/2- A.T.R. W/ SIMPSON SET W/ SW= SHEARWALL MIN. 7' EMBEDMENT PAST STEP DOWN. '> REQUIRES MIN �' ALT.: SIMPSON 1/2" TITEN HD 6I 32" O.C.' 7/16" OSB PLYW'D W/ SAME EMBEDMENT W/Sd NAILS AT 4.00 WALL DETAIL IN FIELD AND EDGE. SEE GENERAL NOTE #B ERG. GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2.4 STUDS USED UNO, 2. ALL STRUCTURAL LUMBER TO BE SYP 01 OR SPF #2 UNO ON PAN. 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. SP4, SP6 AND SPS CONNECTORS CAN BE SUBSTITUTED IN PACE FOR THE SP1 AND SP2 INDICATED IN SCHEDULE ABOVE 6. IF'BW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE N WFOB S3.10R INDICATEDDETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO (NOTE: FIRST FLOOR CONNECTIONS. (HISISFOR STORY ONLY) 6. IF"BW'IS INDICATED WALLIS CONSIDEREDA SHEARWAILL AND REQUIRES MIN. 711W OSS PLYWOOD W/ Sd NAILS AT 4" O.C. IN FIELD AND EDGE TO (1) SIDE OF WALL 7. ALL 2x EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER NNUNG SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE S. IFTHE BEARING WALL 15INDICATED WITH THE BW1, BW4- BW7. BWlO THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT. THE STUDS ARE TOE NAILED TO THE PATE AND THE 2x PLATE CAN BE ATTACHED WITH HARD CASED NAILS (GUN NAILS) AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 9. SP1/SP2-DRIVE ONE RAIL AT AN ANGLE THROUGH THE STUD INTO THE PATE TO ACHIEVE THE TABLE LOAD. lOd= O.IAB" DIA. x 3" LONG COLUMN SCHEDULE K COLUMN SIZE (BASE) 01 & FASTENER UPLIFT(Lb) 1 (3)2 x4#2 SPF (4)-led TOENAILS: 0. 2 [FE-31 2 x 4 #2 SPF D772Z W/ 1/2" WEDGE ANCHOR* & (8) 1/4" X 11/2" 2145 (3) SIDS SCREWS (3).2 x 4 SYP #1 OR (a) - led TOENAILS e DTT2Z W/ 1/2" WEDGE 2145 FE (4) 2 x 4 SPF #2 ANCHOR" & is)1/4' X 11/2' SOS SCREWS CS 4 x 4 P.T.#2 ABU44 W/5/S"AIR** . Goo SYP POST & 72 - led NAILS P.T. ABU66AIR" G - 12000 SYP POST &(12)-led NAILS U-2300 8 x 8 P.T. #2 ABUSE W/ (2)- 5/8" ATR" a = 24335 C7 SYP POST: &(18)-16d NAILS. U=2320 a1.8E 3.5 x3.5 P.L. Ft 2400 PSI HDU5-SDS2.5 W/ (14) 1/4' x 21/2' SDS WS & 5/8' EPDXY 5645 (WgIMANIZED IF EXT.) ANCHOR, OR ATR*" x 5.25 P.L HDU5SDS2.5 W/ (14). 1/4" x Fog-]3.5 1.SE Fb--2400 PSI 21/2' SDS WS & 5/8" EXOPY 5645 tWGl IF EXT. ANCHOR, OR ATR*" C10 3.5 x 7 RL 1.8E Fb-2400 PSI HOU8-SD82.5 W/ (20)1/4' x 21/2- SDS WS & 7/8" EPDXY 6970 (WOLMANIZED IF EXT.) ANCHOR OR ATR*** C11 5.25 x 5.25 P.L. 1.8E Fb-2400 PSI HDU&SD32.5 W/ (20)1/4" x 21/2' SDS WS & 7/8' EPDXY T870 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** 7.X 7 P.L. HDU8-SD52.5 W/ (20)1/4" x C12 1.8E Fb-24DO PSI 2 1/2" SDS WE & 7/8" EPDXY 7870 (WOUMANIZED IF EXT. ANCHOR OR ATR*** GENERAL COLUMN NOTES 1. SEE FLOOR PAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH LINO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 LINO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL WFS7/S3 4. MINIMUM BOLT EMBEDMENT: 5' EMBEDMENT FOR 1/2" ATR 6" EMBEDMENT FOR 5/8" ATR a" EMBEDMENT FOR 7/8" ATR 5. IF 101 COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PAN FOR ATTACHMENT) 6. SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7, SAME NOMINALSIZE PARALLAM COLUMNS (LSE) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL DIA. / LENGTH PNEUMATIC GUN COMMON w. GUN APPUCATION NAIL DIA.-LENGTH NAIL SPACING ad 0.131" X 2'A" 0.131* X 21h' SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS 10d OR 12d 0.148" X 3" 0.131" X 3' SEE PAN BLOCKING & TOE 0.148" X 3I/V 0.131" X 3 AA' NAILS & TOP PLATE 12d 0.148' X 3 W 0.131' X 3'A' e' O.C.(OOMMON) STUD WALL S' O.C. GUN NAIL CORNERS 10d 0.148" X 3" 0.131" X 3' 8" O.C.(OOMMON) STUD PACK 6" O.C. GUN NAIL COLUMNS 16d 0.162" A3'h" 0,151•X3?A" (2)161](COMMON) SEE PAN - (3) d6D ( GUN NAILS) HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET O(2) - 2X8 #2 SYP W11/2" FLITCH PLATE SEE GENERAL HEADER NOTE #5 THIS SHEET H3 (2) .2)(10 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET O(2) -2X12 #2 SYP. SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET (3)-1314"X 11114 ATTACH TOGETHER WI(2)ROWS IM"X 31/2' H5 LVL 2.OE Fb=2600 PSI BOB WD SCREWS 918" O.G TYP. EACH SIDE (2)-13(4"X9114 ATTACH TOGETHER WI(3) ROWS 11C X 31/2 H6 LVL 2.0E Fb=2600 PSI SOS WD SCREWS @ 1W O.C. TYP. EACH SIDE ' HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS 2x4 WALL 2x6 OR 2x8 WALL OPENING JACKS KINGS JACKS KINGS SIZE EA.END EA.END EA.END EA. END (1) (2) (1) (2) 4'-0" - 9'-0" (2) (3) (2) (2) 10'-0" -16'-0" (3). (4) (3) (4) GENERAL HEADER NOTES 1: VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE 1st FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED. CORRECTIONS UNO ON PLAN 3, IF HEADER IS ON THE 20d 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 24.0 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. BEAM SCHEDULE MARK BEAM SEE CONNECTIONS (2) - 2 x 8 02 SYP W/ 7/16" CONNECTION: PROVIDE (2) M1 DEE FLITCH PATE, NAIL SIMPSON LSTA18 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS ® 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL U.N.O. ON ROOF PLAN. (2)- 2 x 10 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) RTOGE PATE. NAIL SIMPSON LSTA24 OR 2 M BEAM BEAM TOGETHER USING (2) SIMPSON MM20 TO WOOD POST BOWS OF NAILS @+ 12' OR (2) SIMPSON HETA16 TO CMU EACH O.C. TYP EACH SIDE COL U.N.O. ON ROOF PLAN. (2) - x12 #2SYPW 716• 2 I / CONNECTION: PROVIDE 2 M OSB FLITCH PATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO W000 PORT ROWS OF 12d NAILS 0 12" OR (2) SIMPSON HETA38 TO CMU D.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN- (2) - 1 3/4' x 11.1/4" LVL CONNECTION: PROVIDE (2) 2.0E Fb=2600 PSI, NAIL BEAM SIMPSON LSTA24 OR (2) M4 TOGETHER USING (2) ROWS HTS20 TO WOOD POST 1/4' x SDS WOOD OR (2) SIMPSON HETA76 CMU OR (2) I SCREWS 018' O.C. TYP. S 01 N. COL U.N.O. ON ROOF PLAN, EACH SIDE- (2) - 13/4' x 117/8' LVL 2.0E Fb-2600 Psi. NAIL BEAM CONNECTION: PROVIDE (2) M5 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 3 l/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS 0 16' O.C. TYP. OR (2) SIMPSON HETASB 70 CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. (2)-1 3/4' x 16' LVL 2.0E Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M6 TOGETHER USING (2) ROWS SIMPSON LSTAZ4 OR (2) 1/4" x 31/2' 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. GENERAL BEAM NOTES 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN. 4" BEARING EACH END) 2. SEE PAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANYWAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. N iv $01 52 OLO A �y l'1 x 0 N N VERIFY LOCATION W/ BUILDER O ■ HOSE+ BIBB ( (c 25 SH 4'-10" - ) 25 SH PRECAST BOTTO @ 6'S" _ _ .' EGRESS EGRESS 13'-SO" wa q wO �� ". OWNER'S BEDROOM , I nnnA nnnN IIII ggqqqqqqqg ��'''l ° LANAII ° w J B�EDROOM #2 ` AULT Y M U VAULT CEILING . a W 3 VAULTED CEILING D CEILII m �3 o m o - - - - - - - - - - - -GJT- - - - - - - - - - - - - - 12'-4" ' 1' 6 0" 5,-0" 7'-2" 3',8" 2'-0" 7'-2" H1 (2) 3050 S H2 2868H7 ;.�Z 2668 °' 2668 - � 2'.2" * CHANGE TO 3050 SH 00 � 8' CLG. (. A / w/ F/P OPTION z - - - - - -' 4 N FIREPLACE OPTION W/ BASE PLATE ' w '0 ATTACHMENTS tO GD OET BRO. WALL CC d m a.a� BATH 2 t0 DETAIL 2VAULTED CLG ' ' L) 2sss ° zB FAMILY R 10' CEILING M 5.8" I I ° 7-0" 6'$" I YY4 seL I,�y a \ , 10' CLG I � 00 co T---------L ------------------- II 2x6 WALL , ------------------ -- ----'-'i-_ o c0 14S\ --" /1SH BEDROOM #3 4 -_ u i VAULTED CEILING o D ei 3'48" 3'-0"O 2%8-i 4'-0' 13'4" OWNER z w O m W 3 X 4 BATH 3 5F I W VAULTED CLG. 3 � SHWR I 5068 36" FLAT BAR 1 1 .' `, ` TOP ON 341h" 00 ' 8' CLG. ---------- - -- - ---- ---' WALL 00 NC M 1R/1SH NGE/ ' D/W OOD L. i SINK ; PROVIDE PLATFORM w `� FOR HVAC UNIT VERIFY SIZE WITH ' � MFGR , KITCHEN DINING ROOM ` N ¢ VAULTED CLG, > i VAULTED CEILING iq , .'nH 3'-8" 6'-7" M 7,-4" i 12' 10" I w ?9 2668 z REFRIG. w w y NOOK VAULTED CLG. ' L,- _ - J LAUN. ri L'i r -T 10' CLG. ' I (V U S I I v ma rn I 3 II In IhL I - LI J DRYER VENT "STEPDN. N I �Cf�TGI FOYER OD BEDROOM #�4 W.H. ROOF--' HANSON BOX 10' CEILING ' VAULTED CEILING ---THRJ MAX LGT 35'-0' @ 36" AFF ' ADD INVERTED PULL DN. STAIRS HIP w/ a ELEV. 22'h"x54" ' IDE Fcg" S3 HJL NOTE: BUILDER TO PRO APPLIANCE PROTECTION IF A A REQUIRED BY MUNICIP ITY. - SEESHEET 4 FOR DET GRESS /TRANS. 2 CAR GARAGE PER S' CEILING TSi LEVAT ) c0 (w 'D SO 20'-0" 6' 4, S3 2'-10" 101-8" q ENTm EGRESS d N 10, CEILING SEE ELEVATION FOR " WINDOW SIZE & STYLE LINE OF GARAGE DOOR ' 4 ELEV. BM3 ' 16"SQUARE COLUMN TOP @9'-0" ,-4" 2'-8" 9'-4" ' S-3 � CD g S2 I � 16 x 7 OVERHEAD DOOR 2'-0" 16'-0" 2'-0" 6' 4" 13'.4" 20,_Od 19•g^ 39'-8" FLOOR PLAN SCALE:1/4" =1'-C" ALL ELEVATIONS 160 MPH OPENING PRESSURES ENCLOSED - EXPOSURE B +27.6 / -29.9 ©� +27.6 / 37.0 (� +26.5 / -28.8 t�\7�,) +26.5 / -34.4 I F ) +24.8 / -27.1 ( \•)/ +24.8 / -31.1 ©/ +24.3 / -27.5 (� +23.3 / -26.0 NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WAND PRESSURES LISTED ABOVE ARE "ALLOWABLE" PRESSURES WALL LEGEND s +HOSE BIBB. gl FRAMED WALL L�l_.JI�e BEARING FRAME WALL is ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. N at MASONRY WALL 4 GENERAL NOTES 1. R302.5A 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 the building, exhaust to attic space and soffits is not acceptable. Ventilation shall be permitted to exit through the soffit If wild soffit Is Installed 5'-0".on each side of the venting. 3. R302.6 The garage shall be separated from the residence and it's attic by not less then 1/2ynoh (12.7mm) gypsum board applied to the garage side. Garage beneath rooms shall be separated from all habitable rooms above by not less then 5/8 inch (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. = N 4. R312.2.1 Window sills In dwelling units, where the opening of an operable window Is loomed more than N 72 Inches (1829 mm) above the finished grade or surface below, the lowest part of the clear opening in in 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 (61.0 mm) shall be fixed or have openings through which a 44nchdlameter (102 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 7/1.6". span rated OSB nailed per zone on roof diagram nailing schedule or 5/8' COX 1X T&G acceptable for substitution. 7. EC: R402.2.4 Access doors from conditioned spaces to (n unconditioned spaces (e.g., attics and crawl spaces) to shell be weatherstiipped and insulated to a level to the insulation on the surrounding cc G surfaces. surfaces. 8. Laundry Note, (Unless noted otherwise)Provide dryer Vert thru roof max. Igt. 35'-0", washer & dryer units (washer unit to be always on left aide when facing units) hanson box 0 36" aff 9. Callings for exterior entries and covered porches to be g 7/16" OSB on underside of roof trusses shall be attached to all framing members with 2x blocking provided at perimeter. The OSB shall be attached w/ Sd nails at 6" O.C. field and 4" O.C. at edges or 7d screw shank 3" D.C. field and 4" edges. Vinyl ceiling to be attaches to OSB per manufacturer specifications REVIEWED FOR CODECOMPLIANCE q ST. LUCIE COUNTY BOCC 0 AREA CALCULATIONS 1st FLOOR 1820 S.F. TOTAL LIVING (AC) 1820 S.F. GARAGE 396 S.F. COVERED ENTRY (BASE) 56 S.F. COVERED PATIO/LANAI 137 S.F. TOTAL AREA UNDER ROOF 2409 S.F. p) � . Ji \_O * F L O \ -"* a fill ALIT; s88 M N Tcw�m F „ 00 m L , p m Q' ILL li s 1 F u5 a"t a Lu w � ' 5 "� z 0 U O � LZ 0 3 ¢ O atnS f.. M m m 6s21 LL ZPIS J a b 0 0°N a° Z $ ��'� vAVw r-oservc.coM ❑ ❑ � Z _Z p g Z 8 O Z U) o_ - In Z (~Y V) Cl) UU o w '1 U -z O w i ; �V) C ro V U = W L� �� = W�ffi ` Q C4onod � f1A11MQ:Iut'll AWom FLORIDA CONTRACTORS LICENSE NO.CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32SE I PORT ST. LUCIE IVI Jab Information: 0 a z o ° Y ° W n m cn N 'A 10 OS (/) i N 'a ®_IED� (hM M V) ' w �,/, LO Lo L ♦ Model Name / Number 1820 V1 Plan Issue Date: Wednesday, September 16, 2020 ♦ KA PROJECT NUMBER: 20-6604 Sheet: 2 Of: FLOOR PLAN (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. GENERAL FOUNDATION NOTES IF GREATER THAN 24" CONTACT FOR OR IF GREATER THAN 24" CONTACT FOR OR UNLESS NOTED OTHERWISE REFERENCE FMASW FOR STEM WALL OPTION REFERENCE FMASW FOR STEM WALL OPTION - r Ali F, / 8 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE ' r I� lir `\ REINF. OPTIONAL FOR 'I '�_ F.F. VARIES LAPPED MIN. 6" AND SEALED. `I GRADE —]SEE PLAN _ _ _ 0 EL MASONRY � ELEV. 0'-0�-' 1 1 2 4" P500 PSI CONIC. SLAB W 6X6 10 10 W W F, OR MINIMUM .75 L13S y ' OF FIBER PER CUBIC YARD RBERMESH FIBERMIX ADDED TO THE +'�•' "- " CONCRETE- IN ACCORDANCE W/ MANUFS INSTRUCTIONS AND NER-284- FOR FlSERMESH OR NER414 FOR FIBERMIX, OVER 6 MIL WSQUEEN VAPOR * BARRIER & TREATED FOR TERMITES. 39 8 N *- 2 STORY: 20" X 20" 3 • INDICATES FILLED CELL W/3000 P51 CONC. FROM FfR. TO REINF. N W 3 - #5 CONT. BEAM W/ (1) 45 REBAR GRADE 40 U.N.O. TYPICAL ABV. SLAB. HOOKED FIG •"' SEE PLAN M '' ^ �' DOWELS 17" EMBEDMENT W/ 25" EXT. ABOVE SLAB. 13' 10" 16" (2) #5 REBAR • �. (2) # 5 REBAR 16" q CONSULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR - BEARING RECESSING DOOR SILLS OR SUDING GLASS DOOR SILLS. 1' 8" 4' 0" 3161. 4' 8" 1'4" 3110. 4' 0__ 3' 8" w FM01 SINGLE STORY FfG 1/2"-1'-0" FM02 SECTION @GARAGE 1/2"=1'-0' S EXTERIOR SLABS SHALL SLOPE I/12"PER FOOT AWAY FROM HOUSE U.N.O. ON PLAN. TO CORNERS a 6 NO WOOD STAKES PERMITTED IN FOUNDATION. ■ ■ . ■ ■ ■ ■ a PENDI____ 7 .1G SITE FOUNDATION MAY HAVE BE STEPPED ___ __________i _____._____________ m c� UI DOWN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. DETERMINE i � � _ _ _ _ _ _ _ _ ------ ( ' HOSE REINF. BIBB s SEE PLAN 8 ALL FOOTING SHALL BE MIN 12' BELOW GRADE ; o ' FMO3 FM01 3 o c 9 MASON TO COORDINATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROIGIN SLAB ' FM11 r I 3 FM11 i o m 10 PROME4" STEPDOWN TO SIDEWALK FROM ENTRY11 (1) #5 REBAR ASSUED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: , ' •�'' , C6 , CONT, 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION I mq Z REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR I 09 F2.5: EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE i•6` ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF°- x 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 i FM03 THICKENED EDGE 1/2" = 1'-0" =1'-0" ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL - t BEARING CAPACITY OF 2000PSF. ' (O STEP DN.4" ' co '� TTTinre (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. ; , � O TO BSA.. IF GREATER THAN 24" CONTACT FOR OR •'• REFERENCE FMASW FOR STEM WALL OPTION ------------- --------------------- -----------' , E Q EN.SC :O PROVIDE 13" WIDE FRONT WALL 16 T s�� g6A ` `J 9 J RECESS AT GARAGE OF GARAGE FOOTING SCHEDULE ° DOOR. EXTEND 6" BEYOND - END, TYP. GAR. FIN. FLR. - - M SIZE DEPTH REINFORCING GRAVITYELI ° �� 3 f L F.O.M. EACH OAP. Ibe y— a.�—.•x .._. F10 3'-0" X CONT. i'-0" 2 #5 E.W. GOT. 2000 I I 1 I 1 ' 1 1 , TUB 1' O i A• s�' �.. 2'-O' X 2'-0" 1•-0" 3 E.W. BOT. 7200 W.C. i ' UNIT 1 : c BOTTOM OF F2.0 #5 \ p LAV. , . 1 i i I1 ALIGN DRIVE W/ p RECESS &PITCH DRIVE - �i , 2 STORY: 20" X 20" I ELAN I I 1 : � F 1 , 1 ' � � � rTIrn1ITL z3 , 4" CONC. DRIVE W/ 1/2" EXP W (3) - #5 CONT. F2 5 2'-6" X 2'-6" 3'-0" 3 #6 E.W. BOT. 11000 'r , a 1 I 1 : � 1 1 ' L J r + _ _ ,r+} I _ _ y! m -o iV JOINTS IO"O.C.TYP. (2).#5REBAR F90 3'-0"%S'[I" 1'-0" 4#S E.W, BOT. 15600 JJ. =1'-0" F35 3'-e"X3.6" 1'4" 4#5E.W.DOT. 215DD In �'I. r+—, N yO. ,____ ______ ______ _i_ 2 8" s'1" 1'11" , o a $ FM09 SECTION 0 GAR. DOOR 1/2"=1"-0" S 2x BRG. WALL F4.0 4•-0" X 4•-0' 1'-0" 5 #5.E.W. SOT- 28000. J cv ' 2 STORY: 20" X 20" (SEE FLOOR PLAN iv 111 g" �� E W/ (3) #5 CONT. FOR MORE INFORMATION) F4.5 4 6^ x a'e^' r 4^ 5 #s E.W. BUT. 34500 o 0 V-4" 6 #5 E.W. SOT. 42500 ' - - - -' - - ,C103 N (.� F5.0 5'-01 X 5'-0° :..,,,_� f8,0 6-0'X6•-0" V-4" 7#a E.W. OUT. 61500 W.C. , GO ■r Y . I i�� '�r' `;" I Q ; ■ m $ SEE PLAN — Tv,-,rm Lo EEPLAN -II.�` .' I .. LEGEND Im I VERIp'11DpVjARIEg'. LocJ�TIoN ; 0. o v a "�8p� 41: 1 a N .-I ( SINGLE -STORY FOOTING v I ,3X4.a-INDICATES .F.G.4" 1 16" 4" 2-#S REBAR Be4" - INDICATES TWO-STORY FOOTING :SHWR _ - - _'�� - - - - N €g•� �ccl. m Q-INDICATES PAD FOOTING 2" 12' 10" " 24' 8" >, �i -�• �^B a m2' i QaFM11 IL IL STEP DOWN BRG. 1/2"=1'-0" FM12 STEPDOWNNONBRG. 1/z"=ro" ti ay�agZOUJ s _ r N F2 6 p asgi�:\ O D \rr _ n'1 ^e,----T W Jg• , . --i• (( 7p \`\` L'---�-L I N r � 000 i- " SEE PLAN - v ' D/W �:\ \� I\�\\ i `J m WWW.FDSkNG.COM OPTIONAL CURB SLOPED GROUT OR MASONRY AT TO DRAIN 4"x 4"x 16" w `. . ` . � -- SEE PLAN o " TYP. SEC. NK`�'`V' �,' SI ' , U, z m ELEV. O'-0" WITH CURB (1) 45 BAR CONT. VERIFY) '� N ' — ( 8 Z N tiw, • REINF. F.F. N ' 12' 11" Q 5 (SEE PLAN) '• INSTALL LINING -• 2 #5 CONT. w U 2 #5 BENT BARS W/ o ' o ROVIDE CHASE FOR HVAC UNIT I ' a0 ' VERIFY LOCATION 'S- c a- - ti Z N *'•'*• MATERIALS PER p w w " 'MIN. 25" LAP SPLICE .� N • , • , .•I , 0 8 v} (0 m MUDDED FLIT. - 16" ^ ' ' r c :J v y SLOPED TO DRAIN MIN. #5 CONT. � � 1 - - Q� O w - ! COMP. UNITLn ( I Q w f ul ym , FM14 SECTION @ RECESS SHOWER 1/2" = r-0" FM 18 TYP. STEP FTG. DETAIL 1/2" =1'-0" �I f 0n g `I,I� U REINF. III �� 1 '- I - �' 9l0 FM01 .� L f- 8 ALTERNATE: THE REINF. BARS SHALL BE ° GRADE SEE PLAN - 00 ,' III`;i„ (I , I T I .I I 1 WASH 3 x • •: ., #5 CONT REINF. CONTINUOUS AROUND CORNER ; -, ', j ; • m Y! L - L --�-�+ I , _ ' ' 1 I �' U y o �� SEEFND. BY COLD BENDING THE BARWITH • ' = ....,... .,.. -• ' •---------------- ----------�---'- 1 -----1---------"---• ' 'i ' ' 2 - '� QUANTITY MIN. BAR LAP OF 25" °D I . _L v Q N Ob0 45 X 25" X 25" CORNER BAR ONE o N E ,I--` STEP DN.4" 'I DAMS HOMES �_ FOR EA. HORIZ. iv NV H. FM12 ' FM11 61 1 11111 REBAR, TYP. U.N.O. (2) #5 REBAR o a �� 3 I 3 rm- RI000� '1E E F 16"• FLORIDA CONTRACTORS LICENSE NO. CRC1330146 �+ DEC M LIAi000 GULFBREEZE PARKWAY A/C CHASE 2 STORY: 20" X SO" 4" PVC SLEEVE ,a , a CAE DU GULFBREE2E, FLORIDA 32563 THRUFOOTING3 - 5 CONT. m I Fnno2 B ~ FM19 TYP. CORNER BAR DETAIL 1-1/2"=r-0" FM23 TYP. PENETRATION 1/2"=r'-O e ; I cg ; ■ ■ Z2O'O' PORDIVISIONLOCATION: T ST. LUCIE STEP DN. 5rfe o ♦ Job Information: STEMWALL SCHEDULEI 6' 4" MAXIMUM FOOTING DIMENSION STEMWALL NUMI ER/SIZE OF BARS LAT. F.C. SPACING (D.C.) HEIGHT STORY b 2 STORY IN STEM WALL C.J. ' (00 -------------------------------- — _ — � a - (h) d 1 STORY d 2 STORY b 1 , 0'-0"-2'-0" 8" 10" 16" 20" W/ (2) #5 BARS a674# 8'-8"- cD m >2'-0"3'-4" 10" 10" 20" 24" W/ (3) #5 BARB- 674# 5'-4" a2 >3'-4" - 4'-0" 12' 12" 32" 32" W/ (4) #5 BARS 845# 4'-0" 3' 8" 7' 0" 2' _ a W/ (5) #5 BARS CONT. >4'-0"-5'4" 18" 16" 48" 48" 1162# 2%8" &#5018"O.C.TRANSV. ----- ------- -- F2.5 m Z � SEE FOUNDATION PLAN , ■ w o c 0) FOR F.C. SPACING ABOVE - 4" m m SLAB LEVEL , O c d tO �S co i NOTES. I 3 N . o - � v 07 m _ V m r- o_ 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL FM09 w io o J W m o n INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM HOSE ' 3 ' ' r Ln u- SEE CHART ABV. MAX. F.C. � � SPACING STATED IN SCHEDULE SPACING (O.C.) - � BIBB `� —� W,A ,' 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND • W.W.M. TO BE TIED TO #5 ERT. F.C. ABV. PUN. WALL WHEN STEM WALL EXCEEDS 4'-0" FIBERMESH CAN NOT BE USED AND ♦ MOdel Name / Number: CONT. REBAR PER PLAN SPACING #4 TURN BARS ARE REQUIRED • EACH FILLED CELL LOCATION. EACH BAR TO (1) #5 HORIZ. CONT. TIED T(1 ■ ■ ■ ■ ■ . - (2) #5 BARS W/IN EA, VERTICAL REINF. BAR EE NOTE TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM 1820 #4 TURN BAR ® STEM #9 3. IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO EACH F.C. TYP, ® EA. u: a WALLS GREATER THAN CONSTRUCTION FOR MORE INFORMATION 4'-D° ,: < <\ 4.G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK 2' 0" 16' 0" SIDE OF OPENING 2' 0" 6' 4" 13' 4" 10 -g Plan Issue Date: (1) #5 NORIZ. CONT. TIEDT- �: . ,. FILLING IS TAKING PLACE EA. VERTICAL REINF. B J v 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK ® 16" 20' 0" ,918.1 Wednesday, September 16, 2020 FIN GRADE-8" MIN. TO TOP OF - h + O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-O" ": ,' - '� ♦ KA PROJECT NUMBER: STRIP FIG. ® - !' " ,C, TALL (TYPICAL ALL CORNERS) _ v COMPACTED CLEAN FILL .:; • , B.IF STEMWALL IS WITH IN 5'-0" OF POOL OR WATER FEATURE FOUNDATIONS s 20-6604 :. N Max 12" uFrs 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. STRIP FTG. W/QTY OF MIN. COVER *SFi NOTE5 REINF. PER SCHEDULE �I . D b 8. R.403.1.4 MINIMUN DEPTH: ALL EXTERIOR FOOTINGS (BOTTOM) SHALL BE FOUNDATION P A N a q Sheet: 3 Ofl (3 seowN) PLACED AT LEAST 12" THE UNDISTURBED GROUND L 9. EXTERIOR SHORING BY CONTRACTOR ON RACTOR AS EQ'D WHEN STEM IS OVEELOW R 4'-0" TALL SCALE: 1/4' -1'-0" m ALL ELEVATIONS a FOUNDATION PLAN FMASW STEM WALL SCHEDULE NTs U 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 = 1820 x 3 5460 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 15DO DRYER 5000 DISHWASHER 15DO DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 200 GEN LIGHT'G & RECEPT. + APP. CIR. - 34,010 SUBTRACT 100 % OF HRST 10,000-10,000 A= 24,010 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 0 100% = 10,000 + 4096 OF "A" = 00 x 24,010) = 9,604 + 100% OF "B" = (20,000) = 20,000 TOTAL WATTAGE = 39,604 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 165 1 112" VTR TO SANITARY SEWER ASSUMED EDGE OF WALL m 2x6 WALL (FLOOR TO CEILING) 2,-S., USE 2 RED HEADS TO ANCHOR WALL 24.1 ALTERNATIVE PROTECTION BARRIER N.T.S. PLUMBING RISER NOTE: ALL PLUMBING RISERS ARE TO BE VERIFIED w/ PLUMBING CONTRACTOR VERIFY LOCATION WP IN FIELD GFI t DISCONNET C BIBB rT TT INSTALL FAN BOX PREWIRE WP I ALL FAN OX PREWIRE GFI INSTALL FAN fad"'�•-- - -'---_ ----------'-------------- -- -- _'--n BOX PREWIRE.•��--------- � I \\ I I I 1 I r I ' I � I CM ' I ' , I I I � II I o GFI li i ' GFI I I,♦ � I 1 I \ - ♦ L 1 I `� GFI -- I �I C FAN �"( INSTALL FAN 0 ,\\ PREWIRE I. `' A I•.•I BOX PREWIRE , \ I � f . I I �220 GFI I GFI OEI ._. GFI 0 - - ISP. .`. 220------------__ i MICRO/ HOOD FOR D/W �y �' ' / - - — i " 1 I GR I I i CEN. OF WALL Ci z I 7 T _ ------- , 1 . I w I[220 , .l n— — 'l - I GFl 1 I 4y' OF I A I I 14 � (��pI�h�JJI If GFI 0 ELECTRICAL 8220 42" AFF PANEL -- d'¢' / ATTIC ELECTRIC q1 IF REQ'O BY CODE x N N J Z Z w z0 o c�OF Z Z N Yz / 6w� w-o wWff, G �>g GFIC� c m & a GFI 42" AFF a m yw FOR GARAGE i,i aU wM p DOOR OPENER ZOpsw •------------------------------------------------ I I � i r 1 � DOOR BELL WP T I GFI YY , \ u 11 n u ■ ■I 1' COACH LIGHT COACH— - — - — - — - - — - — - — - — -— - COACH LIGHT LIGHT I I I I I I I I _ r: - �f'tI�INSTALL FAN I BOX PREWIRE I I I I NOTE: KEEP COACH LITES OUT OF BANDING, QUOINS, AND ROUND COLUMNS WHEN. POSSIBLE. REFER TO ELEVATION FOR TRIM. BIBB ELECTRICAL PLAN SCALE: 1/4" =i-O" ALL ELEVATIONS ELECTRICAL NOTES. UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" APF 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 BEAT 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 DEFECTORS SHALL BE IN ACCORDANCE WITH FBC R314A AND LISTED IN ACCORDANCE WITH UL 21-7 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 AND 20 AMP BRANCH CIRCUITS ARE REQUIRED TO BE ARC FAULT PROTECTED. 7. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED INALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70-14. SUCH DEVISES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 8. COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE PERMITTED IF EACH MEETS THE APPLICABLE UL STANDARD. 9, KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 10. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 11. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE. BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 12. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2017 THAT HAS A MINIMUM SOUND PRESSURE RATING OF a5 dBA AT 10 FEET, AND EITHER HARDWIRED OR OF THE "PLUG-IN TYPE. THE EXIT ALARM SHALL PRODUCE A CONTINUOUS AUDIBLE WARNING WHEN THE DOOR OR WINDOW ARE OPENED. 13. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' IF THE OUTSIDE EDGE OFA 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-RE3902.6 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 406A2(A) 15. RECEPTACLE OUTLET IN GARAGE FOR GARAGE DOOR OPENER TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI). 16. ALL PERMANENT INTERIOR AND EXTERIOR LIGHT FIXTURES TO BE 100% CFL BULBS ELECTRICAL LEGEND ® SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH %%� FLOOD LIGHT $4 FOUR-WAY SWITCH $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE -n Tr n n TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE CEILING FAN d 110 VOLT DUPLEX OUTLET 16 110 VOLT SPLIT SWITCHED OUTLET y GROUND FAULT INTERRUPT i DOOR BELL CHIMES (� WP WATER PROOF W/ GROUND FAULT v 220 VOLT OUTLET OO — DOOR BELL ® SPECIAL SERVICES OUTLET D0 P DISPOSAL T.V. CABLE OUTLET L= DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER RECESSED LIGHTING 1 JUNCTION BOX WATER PROOF RECESSED LIGHTING O , THERMOSTAT ® BATH FAN O LOW VOLTAGE LIGHTING -(�- BATH FAN W/ LIGHT C INTERCOM SYSTERI EVI Y GARAGE DOOCQDE R L.E.D. DISC LIGHT ® PUSH BUTTON ST. LU OPTIONAL OVERHEAD SERVICE VERIFY RNAL AMPS NEEDED SAMEAS UNDERGROUND WITH ELECTRICAL CONTRACTOR 200 AMP SERVICE 200 = 210 COPPER OR 4!O ALUMN. IN 2" CONDUIT ' METER MAIN DISCONN 200 AN UNDERGROUND SERVICE BY POWER COMPANY # 14 COPPER TO LIGHTS AND 0 TYP ELECTRICAL. #12 COPPER TO APPLIANCES ANDG I PANEL # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE INTERSYSTEM-51 #BTO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO ERN ER 8) APPROVED GROUNDING ROD W/ MIN. V DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. F, I` E ¢de(ILpi1 dmOLL pN�cOa0 a�Ioo c 1 t"T egg- s 5 4 �ITW j 6 8 I14�3 913 o -9az L O192L. p H J 5 , �'- wvrn.R>sENs.caa ❑ ❑ ❑ 8 a " z M z n (y a zc 8 <n (9 m E o w o VI = c 8 -9 _ .- -.._ U w c'I E s W M V Uto I` o " s 'IIi' Q(No n�o 14 Al FLORIDA CONTRACTORS LICENSE NO. CRC133014G QftO GULFBREEZE PARKWAY ) AREEZE, FLORIDA 32563 1 DIVISION LOCATION: PORT ST. LUCIE LD VI Job Information: Lo 'a g Nyy tl N N 0 i� a LEN O 0 0 Lo � � c m W 1O C a 7 Zc.) 1 LO •• m o th O�ry�w//)�(/�1 c"12 NVI Model Name / Number: 1820 f Plan Issue Date: Wednesday, September 16, 2020 F KA PROJECT NUMBER: 20-6604 Y Sheet: Of: N RF ELECTRICAL PLAN VENTILATION CALCULATION Formula = SF / 300 / 2 * 1.44 = net sq Inches of venting needed equally for Intake and exhaust BEARING @ ENTRY 0 0 m FlN_FLR. TOP 2F BLOCK FIN BLOCK_ 12 3 SMOOTH DECORATIVE BANDS RETURNS 2'-0" SEE FRONT ELEV. FOR SIZE & STYLE 4b" OFF RIDGE VENT OF BLOCK FIN. FLR. DEL 25 SH J'DOW HEAD HGT m . FLR. °o to W'DOW HEAD HGT 25 SH LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 25 SH (2) 3050 SH 2868 FRENCH DOOR REAR ELEVATION SCALE: 1/4" =1'-0" LITE TEXTURED DECORATIVE CEMENTITIOUS COATING RIGHT ELEVATION "B" SCALE: 1/4" = V-O" 48" OFF RIDGE VENT 48' OFF RIDGE VENT Ij io 33/2 SH DBL 25 SH TOP OF BLI FIN. FLR. 48" OFF RIDGE VENT LITE TEXTURED DECORATIVE CEMENTITIOUS COATING SMOOTH DECORATIVE RAISED BANDS RETURNS 2'-0" SEE FRONT ELEV. FOR SIZE & STYLE LEFT ELEVATION "B11 SCALE: 1/4" =1'-0" Soffit product provides 4.12 net sgIn/sf , Ridge vent provides 18.00 net sq in/If Off ridge vent provides 138.00 net sq in/sf Overhang distance: 1.33ft S.F. of Area to be vented (SF) =` - 4M S.f. Total needed for exhaust for: upper 1/3 578 netsginches Total needed for intake (soffit area, lower). 578 netsginches Number of Off Ridge Vents for upper 1/3 needed 4 L.F. of Ridge Vent needed (can be used In combo with ORV) 32 Lineal Feet of Soffit needed to meet required 105 Uneal S.F. provided by plan - W9 OF FIN. FLR. _I OVERHEAD DOOR S.L. AND 16" H TRAIN. ABV. CEMENTITIOUS COATING RAISED BANDS DOOR STYLE MAY VARY REFER TO SPECIFICATIONS m m a � N � xL xk tk u8m LL tJi j 14e mu t Dr"u�imd 6 Z W m Zg B�' 4 $LL ui y �¢ t-i url o 6. W oc Y Bpi°n8 f Wwm� s m 0 gym2 m � n o z_ CD Z N d Q� Z yc Q� S J � a � C CO U) a & to m h m Q) y ii l f h V — m uin w o � c y Ire\ v: U � ® OD N r= ai to � s REVIEWED PO a N o to tqm CODE COMPLIANT DAMS HOMES ST. LUCIE COUIeI BOCC FLORIDA CONTRACTORS LICENSE NO. CRC1330146 v 3000 GIULFBREEZE PARKWAY FRONT ELEVATION "B" SCALE: 1/4" =1'-0" OULFBREEZE,FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE IVI Jab Information: :V N O a a 7 0 F N °' i > 11 N Q c J z c4 F-YUM u) 3 [n N pJLii� no no o (7 N J m U) (n Model Name / Number: U v 1820 oPlan Issue Date: a Wednesday, September 16, 2020 m KA PROJECT NUMBER: v Y 20-6604 n rn Sheet: � Of: 0 N L m U ELEVATIONS ** ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED(32/16 IS THE SPAN RATING. THE SHEATHING 20'-0" MAX 20'-0" MAX THICKNESS IS 15/32".) IF 15/32" IS SEE DIET. TB03 1 USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP SECTIONS G.C. TO PR( BLOCKING 1 W/ APA RE( FOR SPAN F 7/16"OSB SEE"HIP/R BLOCKING" EQ. W Q CONTINUOUS BOTTOM CHORD a BRACING 2 X 4 MIN. SEE DETAIL TB04- - - - "X" BRACE SEE o (VIDE DETAIL TBOS a O COMPLY q 'OMENDATIONS- ATING.OF - - 'N - Q DGE - - - - - - - DETAIL - - 4 Z - - CO o 4 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 I REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN F71 O 4 Fi. '--------------------------------------------- --------------- - 1 4 FT. 1 �X O 3 I 2 "1 I 4 I OI 'ix OOx'' ;. 1 ------------------------------------------------- 5 FF, 4 FF. O i x 5 Ff. 4 FF. O2 1 1--------" 1 -- • 1 I ' O 0 1 .O OY 1 � 1 1 OO 1-- O •` ` YI 4 Ff. 1--- O O -----2 ------------------ - - 4 FF. O O ROOF NAILING ZONE DIAGRAM Q NAILATBASE 2ROWS @4"QD W/8d COMMON NAIL ROOF NAILING SCHEDULE: BQ NAIL AT TOP PLATE TWO ROWS @4"O.c W18d 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/ 8d COMMON NAIL ZONE 2: 8d RING SHANK NAILS @ W O,C. ON EDGE AND S" 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. GO 8d NAILS @ W O.C. TO EACH TRUSS END OR @ VERTICAL 7/16' OSB MIN. (SHINGLES) SPAN RATED 24/16 OR ROOF SHEATHING: (APA RATED EXPOSURE 1) 15132" OR GREATER (2) MEMBER IF GABLE END CDX PLYWOOD (TILE) NOTE: Ed NAILS FOR WALL SHEATHING MUST 13E MIN.M' X 2 1/2" SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". PER NAILING SCHEDULE, PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM 1/8" SPACE IS ALTERNATE PANEL WALL SYSTEM (PREFAB) ATTACH WALL SHEATHING W/ RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW 16GA x 13/4" STAPLES & 2" O.C. ON EDGE & 4" O.C. IN FIELD, FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/W 15/32" OSB (2)- 2x TOP PLATE 15132" OSB BEYOND EXPOSUREt EXPOSURE SHEATHING SHEATHING Ir II II u I II II u n u u PROVIDE I II BLOCKING AS REQUIRED PER �jji SECTIONX-XIF NOT FULLHEIGHT SHEET II II II II II II ® LOOK SYSTI W L SHEATHING 2x RIBBON VERTICAL OR BLOCKING BETWEEN FLOOR II I II II II SOLID 2x IMMII II. II I BLOCKING @ ALL II I I II It 11 1 SHEATHING w II I I II. II II I EDGES (SEE ~ II III II C II I SECTION X-X) y II II1I1II1II1I1II1 OPENING III II II III III1III1I II I I I IIIIII 2x STUDS I- - - 1IIII TII I III IIII _mIBEYOND. wJ I SEE PLAN p 1111 11 II 1111 I I II I 11 II II II II I zI¢- I I L _ 11 _I I I _ IL _ JIII I HORIZONTAL WALL FLFVATION DIAGRAM "S" = NAIL SPACING G �WJ 0it M kOw IIO--wmO� TNW�W~ Qp LL y W 2x4 P.T. BASE PLATE BEYOND SEE PLAN SYSTEM: AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF /8 is. TURNED VERTICAL W/ 7116" FLITCH PLATE TO Wl (2) 12d TOENAILS EA.. END. NAIL I 4" I FLITCH PLATE TO VERTICAL I S 1/2" S 12" W/ (4) 8d NAILS 4 R7 (2) 8d NAILS @ 3" O.C. S /2" ALTERNATING STAGGERED . SIN NAIL • D SPACING DOUBLE NAIL EDGE SPACING BLOCKING SECTION X-X "CONTRACTOR TO INSTALL EITHER HORIZONTAL OR VERTICAL BLOCKING AS SHOWN. BOTH ARE ADEQUATE TB13 I WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. 00 O �I° A 4 r CONNECTOR SCHEDULE FOR: ADAMSHO.. ":O$20 ELEVB + q`� TRUSS ID BEARING TRUSS ACTUAL CONNECTOI)).} IPN=', CONNECTOR UPLIFT FASTENERS NOTES ;,.POINT UPLIFT DESIGN RATING Cl CS, C1V-05V, E7 E7V ' ' L/ R - 307 # or less 'I HETA16 / PER TR11S7'Y1R ", ,181(3#. : 191 lOdx 1 -1/2 EJVP, H7, H7V . �. . ' CIP, E3, H3 ;'; ,L/.R 246 # of,)ps`, _ H10A / PER TRUSO KR , '. � `. ap4Q'!/ , .: .. (18) 10d x 1-1/2 5,. A01 A0.6; A09, A10 D02 `% :U:R 804 #ifTIIO 10dx 1-1/2' ,,. G.mf •,' r cX ., -, B02 L/R G9'9sL0>H 4 ;HETAI6/H1AA 19) 10d x.1-1/2 ;08)30dxI A11, A32 - 92kO7iB : .. '. _ , I9) )LOSS xx 1-1 1Dd/2 1.1/2" " :. :`..,,..-; ',,'`...� ;.• .,-i' :.}Add%vats" " ,.y .., _., .,. iikT'A16/HE"1'A18/F�iQ;k, ,`%8 28`dOMj ,�19N{ a"7, 603-B05.. L/M)R ";'.. SS5#OTI9fi3 ) ,.=(y 1'Adx1Yak ^1j!4G# r;11b11`, K7-,yy"t (9)10dx14/F¢ A07 51 71sDY13 yL'1'Aa/(2)MTS12/(3�)MY5a./ a,adEaa+M•.(28110dk 1$('x ,,. HETAaB 1A8drtY 1SSSJit (28)lOd z,L(1rrS", (z)HEt'Aas""/t21NT52PtiJiN758p Ze�P d204#I Aos L/M/MJR �. .>+88s9#ur l,+vk's ', R = RIGHT & M =. MIDDLE BEARI NI G LOCATIONS ARE REFERENCED TO VNECTORS ARE SI MPSON PRODUCT OR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 03 BRIG WALLS'! TO 10 oil 11 In in FRAMED HIP CORNER TRUSS LAYOUT "1131v In IM09 U0 SIMPSON- CONNECTOR SCHEDULE MARK TYPE CONNECTOR B PASTENERS 8PF SYP OFRAME A M fETA18 W (S~ 12' OR IBIO MASORY HETAMW(9)I0dx111T © FRAME H25AWI10)Bd NaIS 535 bd5 FR TO 111dAVIII)IMx1 IT 1015 INN ©FRAME FRAME 1DA2W118)IMxl 11TAT2PLYlF8166ES SM JON FRAMETC, Mw2w/0411Wx115F(ATEX1EfaoR B00 oa, FRAME LOCATIONINCLJDE(3)12d TOENAILS) O FRAME TO MOTWNSOIDINAILBANDEN" ATB. WIT 99M SIMS MASCNW EMBEDMENTW&MPBON "BEP EPOYY OFRAME F TO HT&20WV4)IMxt HT0TEMEMOR 1NS 1310 FMME LOGT@N MCLLDE )12a TOENAILS FRANE TO C2)NTBM W148)1Mxi t2"IATEMERNIR 2490 28M FRA0.1E LOCATION N0.IAE(6)12tl TOFJ4NL9 TO HW-2MIOM1MNAIL5AND(2)SB' A.T.R. ©FRAME MASONRY WIT EMBEDMEMWSIMP90N'SET' Iowa, EPDXY (FRBT-3 FOR3PLY) OFRAMFM FGTRWIIR)11rx7'8D9WODOWREW8 3400 4725 MA80NW ANOMIZx5' 1ITENMANCHORWLT9 (1)LGT2 W08)1M SIli(ER8 I PRIAME© SE7)1H•x&1/4"T1760 tam MASON0 NWIX4W 8 E o LOW) ©FRAME 2 TO MA9 (2)LOT3 wl (8211M 9MOiA9 eD4J 9500M IH"x21/4"TITEZ4 (ZPLYTR11B0) IOBOM FRAME OR (26I1M SINIESiB FOR FRAME (FA) 9246E e77t1-F FRAME TO LOT3W(N71H'x5'eD98CPEVAI 4'I90M oi0-M NABONW/ &I613S°AS MN(FPLYTRUSS)` 6016E 65EOF USP- CONNECTOR SCHEDULE CONNECTORBFABTENERB 9YP tRAIBW(101idIxliR'OR ISM HTAM W (1QRmx 11/T RTIAW(IOW MISS m5 RTIBAwAi7nOdxIIW I 1020 NlIS)Mx11TTAT2PLYTRU66E8 TOM ZW(iQ1Mx t IT(ATEXTERIM It95 noN INCLUDE (8)131 meNALS 5.(nS0d NALSMOWA.T.R.W 440 EDNENT W SIMPSDN'SEP EPDXY MW(NR0dx11/TIATEMERIOR 16M ATpNI INCWDE (�12tl TOENAL9 VMw#4311Mz11I!'IAT FXiER�IO�nR 25]0 5M0 roN INCLUDE (8)12d roENAL9 "-�) W (IOIGI NNLSAM D)6N' AT.R. "EMBEOMEMW91MP90N "9El' TOM 9700 EPDXY(HUGT3FOR9 Y) .W(12j-WS]VIOODSCREWB N00 71M IRUBB) 31MM 3100-M ME(EA) 3806E 4620E MISS NSOM 7DEM moss) 5180F 771DF O BEAMTO MASONRY HWBoPI HUDW WIB)1MHAR95 O91M0 (12)1/4'x29H"TITAN ITO MPSJ UM OM3000 J81135 NDIB pPi NU46W(6)1MNAILS B (12) 1l4'x 29H" TAPCONS(TO MASJ 04182E U41030 O3M1N UN50 FRAME dA (1211M 81811M (FDNGfRANEI S`0F BYPM MG O21 tM&1611M.(FOt FPAMEI 8Y1PLF SYPM TO Q) HEM 6 OPT RI HETAM i8M 1H2O (2)HTA16OPT(2)HI M 1870 OFRAME MABONW 1-PLYW l/4.Oil ]985 2305 1RYW i DR 2430 yW(I )l 2-FLYW(12)tM 1 )1 d 2fLY W(12)18tl LY HTSMiO W(8)1M WLS AND IR INN21H' BM 1110 HY M18 W(8)1 M NALS AND (4111C1[13/4° 1146 Ina FRAMEro TAFCCONS WEDO BOLT O MA901VW OR H"IM W(1D)IM NAIL9 AND (4) 114VIW 06 1110 HTWANGwl T 0)1 M NAIL-11 AND (4) lWxl W' TAPCONS WED(E.BOLT 119E 124 FRAMETO HIM W(8) Mx1 SO' NAILS AND (2) SASH• no 910 MASONW TITAN HO TO DTTn W(8)19-x SIT WS WOOD OT TZW/B)1Mx11ITW8t6YgOD OFRAME MASONRY SCREWBANO(1)1l2'BA.T.R EPDXIEDW 1895 SIMPBON SET" BEE NORM 2145 S(XGEWSANOLI)1ITBAT.REPDXIEDW SIMR90N °9ET" BEE NOIBN 1510 How FRAME TO HI-16W('16)tM X11Pt NML9 AND 11)BN'B XTTgBW (20)iMN2 V2'NALB N4D (1) ® MASON" ATREPDXIEDWSIMP80N"SET' 4375 60M 518•BAT.R.EPDXIEDWBIMP"%ET - was (SEENOTENBELOW) (SEENOTENsE VV) TO HTT4W 001M 41(T NAILS AND (1) EN' B HTTMW(18)1M#14"NAILS MO (1) "SET" ©FRAME MAsg4W AT.R. EPDXIED wI SIMPSON•SET• 98W '105 SN"O hT.R EPDXIFDWMMPSON - 41H 19EE NOTEN BELOW) (SEE WMN BELOVO) TOFRAME TO Hi0SWl24) 10dxl. ill' NUS 7M eto LUWI W(M)Mxt IT NAILS 375 1045 FRAME OFRAME TO MiBMW(4)19-012"9DSMOD To RTIHMWIW t6ax 11TI' NNLS& 1995 1995 ASIONRYMa, MAMESO 14) IH"x1 Y4•TAPCONB rW08)i/4WS"xMCrDAPCRE VGT Td 118)1/4'xY 805 W000 SOGEWS & VOMASON" MASONRY 9836 (1)B'8'9A.TR.EPIX 4&0 EMBE9MP90N"SET' W 1T MIN EMBW MENi (2)WT W 137)1/VM- SOS WOOD SCREWS OFFAMEM MABC4JW 3(2)82'B A.T.A. EPONEOWSIPWN 6170 710 "SEP W 12-MIN. EMBEDMENT OFRAMETO VOT W (t8) V4NT SDS WDOD9CNEWS& HDUd-80B2.5 W (10) iH°XL 178DB WOOD 5283 yg5 MUGTISW/ 10d NNLS&HIT45M(i (� - 4160 FRAME BDREWB&I11 Mr9A.T.R 1M NN108 (118N'BA.T.R O FRAME TO (2)HITS w/(B41 MT1212 NAIU1 om Ob90 (2)HTT45Wfma13a'k2I/TNNLS S0n5 FPAME (1) WOA.T.R. ISM NOTEN) &(1) we ATA. IEEE NOTEN) neue°u nnr�lmn°umeR• 1 CONNECT ALL FLOOR TRUSSES TO INMROF BEAtNG WOOD WALLS I WI W(2112d TOENAILS. 2. NL TRUSS TO TRUSS CONNECTIONS ARE PROVIDED SY MERS MANUFADWA,R, UN.O ON PLAN. 3 G.C.MAY USE EITHER IMP" OR USP CONNECTIONS. ME FRAMING PLAN FOR.CD,HUOS, CALL OUT. 4. FOR SINGLE PLY TRUSSES, SCAB ON FULL HEIGHT BYP N TM" TO TRUSS VERTICAL WEB W M ROWS OF IN NMUI L3 Y O.C. STAGGERED. 8 1T. MN. A.T.R. EA DME @ CMU BOND BEAM U.N.O. E SCAB TRUSS CHORD W 4'-0.2xSYPa(MATCH CNOIND LUMBER SIZE) wl(1) ROM 1M IF 4' FROM END 8 r O.C. STAGGERED; CENTER AT CONNECTOR LOCATION AS MLJOH M P088ISLS. OA MIMMALCONNECTWUNOONFRAMINOPLAN 1. CONNECTION FOR ALL ROOF/fL00RTRUB8E8T0 MABONW WPIIB/UNTa811CFWN.LO UNOON PLAN 2. CONNEC7IONA7WORSTO.O PENOING VERTICALS FORNLFIpORTRU88E9 PARALLEL TO MASONRY WALLIS WE DETAIL RIM.1 FOR MORE INFORMATION 3 CONNECTION FOR NI HIP JAC?((CORNER JACK) TO MASONRY WALLSIIOF WA116NNFELB 4. CONNECTION FOR ALL CONRNWIIS RIM BOARD TO TOP OF MABONRYAT 9" O.0 MAX. W(2) AT EACH CORNER. GC. TO VERIFY LOCATION DOES NOT CONFLICT V17JI (IF APPUMME) LAYOUT E CONNECT ALL FLOOR TRUSSES TO INTERIOR SPARING WOOD WALUBEAMS wl M IMTONNLB O MINMALCONECTORUNOONRIAMINGPLAN 1. CONNECTION FOR JACKTAU98 TO WOOD WALL DR BEAM Co) MINIMAL CONNECTOR LINO ON FRAMING PLAN ROOF FRAMING NOTES 1. SHINGLE ROOFING SYSTEM OVER MIN. 7/16" OSB ON PRE-ENGINEERED WOOD TRUSSES AT 2'-0" D.C. MAX. (SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPE AND OTHER INFORMATION. 2. THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSR EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2x4 #2 SYP WITH (3)10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH 8d NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 - - - NOTE TO FRAMER - - - IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BYTHE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT T0. 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 ADOMONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FOS. FOR TRUSS BRACING AND ADD! ROOF INFORMATION SEE SHE I C.M.U. OR ICF WALL SEE TYP, WALL SECTION ' 2x4 P.T. FASTEN TO C.M.U. W/ 11/2" LONG T-NAILS 0 2'-0" O.C. SECUREJ'CHANNEL 012" O.C. 0 v' /1 c N m w {y$ p3o mY RES C C G9 ,y 00 to -41- $Git. R3N h0�1 LL (i LL E°mN T4h VY��(rryy�� 9 m (D dc R'q w 9 � a Mi y W 0-IL d" gsa� WcYi�m°� m m 0 EqE 0 SO a 2 DD O Em WMM'.FDSENG.COM ❑ ❑ ❑ z 50 Zo 0 z; $ 1 a - 0") (�Ml z N m Y4� W O O N - Or WOWE E c `- W Ri m J U _ w E _ @ wn� Ix �vs ®I�aB Q N O GOD i9 FLORIDA CONTRACTORS LICENSENO.CRC1330146 3000 GULFBREEZE PARKWAY a GULFBREEZE, FLORIDA 32563 EWE FC DIVISION LOCATION: .'.OM LIA E PORT ST. LUCIE 10U I Job Information: BOCC a 8 o � O n M 0 6 Z N C v G7 01 FILE C ym a Ln 1 3 a m METAL DRIP EDGE + 2 x SUB -FASCIA o. i5 0. 3 L`U Z) CP o ALUM FASCIA ~ ' J M ^ V J (1) LL Model Name / Number: 1820 VI Plen Issue Dete: Wednesda Se tember 16 2020 L- CONTINUOUS VINYL Y' p VT KA PROJECT NUMBER: ®G.C. SHALL VERIFY SOFFIT T MATERIAL CAPACITY TO RESIST THE DESIGN PRESSURES x SPECIFIED FOR COMPONENTS AND CLADDING WIND PRESSURE rn Sheet: /1 Of: TYPICAL SOFFIT SUPPORT DETAIL 3/4"=1.-0" 6 0 ROOF PLAN D 0 LINTEL BEAM. 1 COURSE LINTEL BLOCK W/ 1 # 5 BAR & 3000 PSI GROUT, MIN. 25" LAP (ACI 530) CONIC. SLAB SEE FOUNDATION PLAN FOR MORE INFO — NQt+SHEARWALL SEGMENT TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. —FILLED CELL: FILL BILK CELLS WITH 3000 P.S.I. GROUT ONE #5 @ LOCATIONS SHOWN ON THE FOUNDATION PLAN AND FLOOR PLAN. MIN. LAP 25" (ACI 530) MP OF SLAB y *J - MS021 TYPICAL SHEAR WALL SECTION N.T.S. TYP. TIE BEAM W/3000 P.S.I. CONIC. W/1 #5 REBAR CONT. -SimpsoN SP4 W/S) - SOd X 11/2 SP8 OR SP8 FOR 2x6 AND 2x8 WALLS DOUBLE 2x TOP PLATE STANDARD HOOKS SEE MS05 FOR MORE INFO TYP. FILLED CELL W/30DO P.S.I. CONIC. W/1 #5 REBAR VERT. j2"x#2SYP/SPPP.T_ BEARING WALL SHEARWALL FRAME WALL r.M.U. W/ /2" X 8' 'I- 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 MS03n ��rlf . c*ennal rn, moot\IC TVIN f CTA 11 N.T.S. #5 REINF. 20" MIN LAP BAR q #3 OR44 REINFORCING BAR /8• #3 & #4 1 AP SPLICE 25' MIN. LAP 9 #5 STD. 90° HOOK l #� 5 G BAR #5 I AP SPLIfiR SCALER"-Vo" 38" MIN. LAP #6#6 REINFORCING * GRADE 40 U.N.O. #6 LAP PLICE MS051 REBAR SPLICE DETAIL - GRADE 40 1 N.T.S. I ATTACHMENT REQUIREMENTS SIZE PCONS SPACI NO #ROWS 2 x 4 1/4" X 2 4" 12" O.C. 1 2 x 6 1/4" X 2s54" 12' O.C. 2 2 x 8 1/4" X 2sA" 12' O.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER, 'PRECAST LINTEL (2) 2X P.T. a BUCKS W/ 1/2' D.S.B. BETWEEN FASTEN Pr 2X NAILER TO MASONRY IF DOUBLE 2X NAILER IS USED, USE 1/4-X 41/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED I MS11I 2x BUCK DETAIL I N.T.S. I LINTEL SCHEDULE LINTEL NO. LENGTH=FT. SAFE GRAVITY LOAD PLF APPLIED GRAVITY LAD if PLF) SAFE UPLIFT LOAD APPLIED UPLIFT LOAD PLF COMPOSITE BEAM I 0 - 17'4" 950 PLF 198 PLF 404 PLF 104 PLF 8F16 16" MINIMUM 2Q 7'-6" 2661 PLF 131 PLF 1634 PLF 80 PLF 81`16 -1B/1T 4'-6" 6113 PLF 131 PLF 2724 PLF 80 PLF BF16 -113/1T ® 14'-0" 1002 PLF 167 PLF 559 PLF 152 PLF 8F16 -1B/1T 2'-10" 6113 PLF 769 PLF 4460 PLF 398 PLF 81716 -OB/1T © 7'-6" 2661 PLF 769 PLF 1634 PLF 398 PLF 8F16 -1B/1T 0 4'-6" 6113 PLF 769 PLF 2724 PLF 398 PLF 8F16 -1B/1T O O ® O H O Man. a, gG4P H? OiM 1Y9� .R 9 REBAR Ai BGIiOF 0 of LanpL uvr 9pRpl'I IN ptKTtL L �'NB'PG-YL. Mf W'O® IN M1LL N44161 B" NONrvAL wr+u TYPE[ DESIGNATION R F. FILm On`"e"n u. uNe"'Do FFF�� dI1LNTrY T1PR P' eel Or` L JNla1 Gvo` SF161r-IS/1T NOMNGL.enN J LPumll OFe, NOMNA XECiIi Nsc. Pi i MATERIALS 1. Fo precast hotels = 3600 psi 2. fc prestressed lintels=6000 psi. 3. f'c grout = 3000 psi W/ maximum 3/8" aggregate. 4. Concrete masonry units(CMU) per ASTM C90 w/ minimum net area compressive she nglh- MO osi. S. Reber Puvlded In p.cast hotel oar ASTM A615 GRBO. 6. Field rebse per ASTM A6L5 GR NB or GR60. Prestressing shoed ors' ASTM 4416 @mite 270 Ow relaxation. 7. 7/32 wire per ASTM A510. 8. Mortar per ASTM 0970 type M O S. GENERAL NOTES 1. Pni kie full mortar head and bed jaInts. 2. Shore filled lintels es reNuted, 3. Installation of limel must comply with the architecture" Md/"r structural drawings. 4. Lintels ma manufactured with 51/2" long notches M do, Ord& W accommodate vertcal call minfordng and grouting. 5. All Bracts meet or exceed L/360 vertical deflection, except lintels 17'.4" and longer with a nominal height of 8' meet or exceed L/180. B. Bottom field added moor to be looted at the bottom of the 11,10 panty. 7. 7/32- diameter wire stimps ane welded to the bottom steel for mechanical 3nChorW. 8. Cast'n-place concrete may W crovlded In Composite lintel in lieu of concrete masonry units. 9. Safe bad ratings based Do ratlanN axis go analysis per ACI 318 aid ACI 5W 1OUntel ran. depths are called out on lintel plan. ll contractor installs a tleeper Ilmel than indicated On the plan, doing this Increases the strength of the Iinmel and is approved without engineering letter IF a smallenimal Is installed content FOR for aphorist. SAFE LOAD TABLE NOTES 1. All valves based an mlNmum 4" beaming. F ptlon: Sate loatls far unfilled Houses must be reduced by 20% N bearing length Is less than Safe loads for all recessed lintels based on 8- nominal Deming. 2, N.H. - Not Hatetl. 3. Safe loads are total superimposed allowable load an the sOV M specified. 4. Sale loads based an grade 40 or grace 60 field east. 5. Additional lateral load capacity can be obtained by'.he deslgner by prcvlding stational reinlomed masonry above the precast lintel 6. One #7 rebar may be subsihutmd for two #5 rcbas In 8" lintels only. 7. Pus designer may evaluate coneentrated leads from the sa°e load tables by cale,lating the maximum resisting morcent and shear at daway from The tees of support. 8. For composite Imiel heights VIOL shown, use safe load from next lower isBht. 9. All salt loads In units Of pounds per linear foot. PRECAST "U" LINTEL W/ 3000PSI CONIC. AT OPENINGS SEE GENERAL CONCRETE LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT HURRICANE f? n ANCHORS MP.) ^P . STD, 9D DEGRE REBAR ON BOTH SIDES ANGLE 3000 P. OF OPENING U.N.O. CONC. W/1 #5 REBAR PROVIDE KNOCK-0UT BLOCK FOR FIRST =- COMPLETE CMU COURSE - BELOW SILL&FILL SOLID .. - W/ (1) 95 BAR FOR ALL WINDOW OPENINGS G%S" AND LAR . - I= REVIEWED FGC CODE COMPLIA ST. LUCIE COUP BOCC III FILE CO /—GROUT SHALL BE FLUSH / WITH TOP OF WALL 10" /—STD. 90 HOOK SEE PLAN FOUNDATION PLAN SEE FOUNDATION FOR LtCATIONS MS01 I BLOCK WALL REINFORCEMENT N.T.S. ALL ELEVATIONS TYP. BOND BEAM I 8'x8"x18"K.O. LINTEL BLOCK RLL W/3000 P.S.I. CONC. W/1 #5 DIA. REBAR INDICATES FILLED I CELL FROM FIG. TO BEAM WITH 1 #5 BAR MIN. TYP, DOWEL 25' ' MIN. LAP (ACI 530) R l Bq6®T791 iP 0 R FS syr'8i e � ; e>° � • Lu Bg'"jl 6316m L1°a DO v 0CD 00 In OD ei I` Q N 0 mlp dl� 3 GImmN6 a am- a W TO a L g A 8 Oa�m ? a 13 �`m� a z z � O 2' .G. aiE . WSmON '. O O O 0° m LLa a cr' FjOoW O Or W o 3.5 WWW.FDSENG.COM ❑ ❑ ❑ IDZ v7 — O Q Z 2 tOY `) Z .. Q J N W — to Z N n �N Ur M �J W 1 1 o D Dv) jG IL' U.) = J Mfti -�1 U TO E F '® CPS Qom am ® DAMS HOMES r. FLORIDA CONTRACTORS LJCENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE V1 Job Information: 0 0 ZN cH 07 L.I.J O m m UO Lf) L) OJLLJZ:) M Ln o LL J m a) U) VI Model Name / Number: 1820 ♦ I Plan Issue Date: Wednesday, September 16, 2020 ♦ KA PROJECT NUMBER: 20-6604 Sheet: SMSI Of: LINTEL PLAN 2x6 #2 SYP P.T. 0 SIMPSON HETA 16 W/ (2) EACH END SEE FLOOR PLAN WEDGE ANCHOR FOR BEAM SPEC. g 0 N N OVERHEAD SECTIONAL = DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT cr'•". a G W/ WASHER. MIN. 6 PER I` TRACK TO JAMB. • fb•'• VYr s 8 N N r 11 Y (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" a ,II II I' O o "J" BOLTS WASHERS SET FILLED CELL W/ #5 TYP. FILLED CELL „ VERTICAL MIN. 5 PER JAMB. a .a I' SECTIONAL ®7 OVERHEAD DOOR CONTI WOOD P.T. #2 7 SYP 2" X 6" 0 �( 1 TRIM r o po •. E 5 L 0 2"1 P.T. WOOD JA04 MB Y �.-` DOOR AND CONNECTION PER GARAGE SLAB = : GARAGE DOOR MANUFACTURER 3 F Z O�Q; TYP, GARAGE DOOR a P $rt TRACK MOUNTING DETAIL a °8g�xeal NOTE: DETAIL CD22 / S-2 MAY BE SUBSITUTED FOR THIS .o a 1a11 DETAIL - UNLESS NOTED OTHERWISE o v � MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. vPp CD21 ENTRY CMU COLUMN/BEAM N.T.S. a 0 N E 9 b _Ii,1c 9 w BLOWN -IN R-30 INSULATION PER FBC § g A a uiwT�AND ENERGY FORM SUBMITTED WITH� PERMIT APPLICATION PROVIDE BAFFLES o 82.�aaBLOWN-IN R-301NSULATION PER AND ENERGY FORM SUBMCTTED FIBERGLASS SHINGLES 12 AT EAVES (FOR VENTED ATTICS)mpWI IL 12 WITH PERMIT APPLICATION IO ' SEE pLAN TILE ROOF (PER ELEVATION) N 16 s�Z 6oy PROVIDE BAFFLES AT EAVES SEE PLAN ! \ OVER APPROVED UNDERLAYMENT \ o t; g (FOR VENTED ATTICS) PER FBCR 905.1.1 OVER APAaqZ RATED STRUCTURAL SHEATHING q�t c3 F s" � � FIBERGLASS SHINGLES OR TRUSSEPR S @ 24E D.C.00b (SEE STRUCTURAL NOTES +� e �� wrrw.r-0servc.Com ❑ D ❑ O i TILE ROOF (PER ELEVATION) OVER APPOVED UNDERLAYMENT ' I I FASTENED TO TRUSSES PER ROOF ' NAILING SCHEDULE) � � PER FBCR 905.1.1 OVER APA z PRE40 -ENG. WOOD RATED STRUCTURAL SHEATHING I -----TRUSS ANCHOR SEE PLAN , I -. , , . ( ) S z N g TRUSSES @ 24" 0 C (SEE STRUCTURAL NOTES FASTENED TO TRUSSES PER ROOF - - — _ SEE PLAN FOR , � � — - - — - ' , BRG. HT. z N ---. NAILING SCHEDULE) ,° 1/2" DRYWALL r 3 -s rn a N ' s TRUSS ANCHOR (SEE PLAN) ' TO BE INSTALLED ON OUTSIDE FELT PAPER OR • ° ETAL DRIP TRUSS PLATE ri J� Or z 2X SURFASCIA 8 m I FACE ' n n ' — - -- — — 3/4" P.T. NAILER .�r SOFFIT. SEE ARCH. (TYP.) FRAME FOR BUILT-UP CORNERS min (3) 2x4 OR V) O 1/2" DRYWALL PLANS 4x4 w/ 2x4 POST UNDER EA c 'Te• f MFTAL DRIP EDGE CURTAIN NAILER n 8 x 8 x 16 K.O. 2 X 4 P.T. PLATE END OF SUPPORTING BEAM. zo E _ 1/2" DRYWALL CONNECT ALL 2x STU ZX SUBFASCIA n 1 x 4 P.T. @WINDOWS A LINTEL BLOCK 1 x 8 P.T. @ S.G.D. a O.H. W/ (1) #5 DIA. REBAR & „ KEEP IN 3/4" FOR SHEATHING NAILED w/ 8d NAILS @ 6 AND LATH WITH FINISH O.C. - c �O c V) y TO TOP PLATE WLTH (4) 16d TOENAILS SOFFIT. SEE ARCH. PLANS n SEE ELEv. 3000 PSI CONCRETE PRECAST "u" LINTEL „ (TYP.) ALL SIDES / / (TYp.) FRAME FOR CDR- / // �° �° \ o c ,v \/ V) M U m ifs m o _ 1/211 DRYWALL SEE SCHEDULE " OO NERS FOR NON LOAD + ° \ � a LL' F t s �T> SEE PLAN FOR HEADER SIZE N / �� °° V °° 0 \ BEARING SIDES NAILED ` ry Y REVIEWED n E1®IE.YY EL! 1=Vf1% 10 ' - $ 00 " < e w/ 16d NAILS @ 8" O.C. CODE COMPLIANCE % � Q N o m am 15/32"OSBEXPOSURE 1ON \\'u/ O ST. LUCIE COUNTY rt OPTION, O'H' EXT, WALL W/ ALL EDGES BLOCKED. 1 2" x 8" J-BOLTS \ // ` ' MAXIMUM OF (3) - 2X PLATES MAY BE % / 1 CENTERED EA. (TYP.)4 COURSE HIGH A.F.F. ( ) / /+/+ BOCC v - ! DAMS HOMES ADDED BELOW THE HEADER W/ EACH SEE ELEV. SEE T913 FOR NAIL ATTACHMENT. OPTION STAPLE: 16 GA. Y 3/4" (OPTION) SIDE w/2" WASHERS \ , CMU BASE FILLED w/ CONIC o J✓ _ -_,° ,,,,„w;„,�„„,;,.u,_-„-„ PLY ATTACHED W/ (2) ROWS OF 16d NAILS AT 8" O.C. STAPLE @ Z" O.0 EDGES AND FIELD. I NOTE: 44" MAX. SILL HGT. ON „ FILL CELL -(1) #5 DIA. W 4 VERTICAL RENF w �P') '� v ALL BEDROOM WINDOWS. M REBAR w/ 3000 PSI NOOKS INTO FTG & AT TOP FLORIDA CONTRACTORS LICENSE NO CRC1330146 N LOCATIONS PLAN Al -Al OF COLUMN 3000 GULFBREEZE PARKWAY VINYL FRAMED WINDOW w/ SCREEN SHOWCONIC. O N SHOWN ON FOUNDATION &FLOOR PLANS m n GULFBREEZE FLORIDA 32563 (G.C. TO VERIFY W/ FLOOR PLAN N DIVISION LOCATION: LOCATION OF OPENINGS IN v ~ EXTERIOR WOOD WALLS. IF NO '; SIMPSON LSTA30 SEE FLOOR PLAN PORT ST. LUCIE OPENINGS ARE INDICATED, FULL a+ w/11-10d TO BEAM FOR BEAM SPEC. STUDS ARE REQUIRED). 9 & TO FRAME BELOW ♦ Job Information: NOTE; 44" MAX. SILL HGT. ON ALL BEDROOM WINDOWS. c VINYL FRAMED WINDOW WINDOW STOOL W/SCREEN �. /'►Op L v 8 o CEMENTITIOUS DECORATIVE PER SPECS n PRECAST CONIC SILL s FILE. ��, FINISH 7/8" THICK PER ASTM n .3 C-926-96A PAPER BACKED FOIL R-4.1 y INSULATION AT CMU BLOCK WALL u '� 2X STUDS (SEE FLOOR PLAN FOR MORE INFORMATION). SEE T013 PER FBC AND ENERGY FORM EXTERIOR FINISH - SUBMITTED m a. 1 2" DRYWALL / ON SHEET 6 WITH PERMIT APPLICATION / (SEE ELEVATIONS) '� 0 FOR NAILING INFORMATION FOR 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 FTG. DOWEL #5 DIA. REBAR 1 x 4 P.T. 17" IN CONCRETE - 25" d. W '-I O d 0 N c V AND ENERGY FORM SUBMITTED EXTEND (ACI 530) ABOVE w/ 1/2 x 8 A.B. (OR 1/2" x 8" T[TEN WITH PERMIT APPLICATION HD) WASHER AT 32" O.C. BASE NAILER ONSSHOWN s Al Al BUILT-UP CORNER MIN (3) 2x4 m > :; 00 w/2" WOOD BASE ON FOUNDATION PLAN ON FOUB. NDATION w/10-1SIMPSON TO COL w/10-10d TO COLUMN ri L0 3 i WOOD BASE MIN. 6" FROM END - SEE WS07 ' POST , , OR 4x4 POST w/ 2x4 UNDER m u) m FOR TERMITE SHIELD SEE FOUNDATION PLAN s SEE FOUNDATION PLAN FOR ' • ' EACH END OF BEAM I ` (� m a FOR SLAB INFORMATION TOP OF _SIAB _ _ — SLAB INFORMATION TOP OF SLAB — - — - — , NOTE: 2 X 4 P.T. PLATE r m O _3 Lo — -}m BOTTOM STRAPS MUST B i ` (n * �" 77 1��f'_, T * 00 r1�T �' INSTALLED ON INSIDE OF N ♦ Model Name/ Number: GRADE GRADE COLUMN. DO NOT BEND >,„ i N STRAPS UNDER PLATE, 1820 CLEAN SEE PLAN FOR PLACE STRAPS IN FILL v Cv COMPACTED RE -BAR QUANTITIE CELLS w/#5 REBAR 'r (TYP.)4 COURSE HIGH CMU BASE ♦ Plan Issue Date: FILL �<` J FILLED w/ CONC - SEE PLAN FOR 8 Wednesday, September 16, 2020 SIZE. TOP OF COLUMN BASE - SEE FOUNDATION PLAN SEE PLAN SEE FOUNDATION 2'-0" AFF c m ♦ KA PROJECT NUMBER: 16" FOR FTG REQUIREMENTS SLAM N (� Y 20-6604 - WS01 TYPICAL WALL SECTION - 81, CMU 3/4"=1'-0" NOTE DETAIL CD21 / S 2 MAY BE SUBSITUTED FOR THIS DETAIL - UNLESS NOTED OTHERWISE T o Sheet: S-2 Of: WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4"=r'-0" CD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE N.rs. a TYPICAL FRAMING DETAILS I �s STRUCTURAL �- SHEATHING CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE N 4) EXTERIOR SHEATHING , o ATTACHED PER NAILING '� a SCHEDULE T613 ON i SHEET 6 STUD ANCHORING: v i STUD TO TOP PLATE: a, R-19 INSULATION AT EXTERIOR ' SIMPSON SP4 WOOD FRAME WALL PER FBC m AND ENERGY FORM SUBMITTED ' D WITH PERMIT APPLICATION 2 X 4 SPF (WHEN EXTERIOR WALL IS ; AT 16" O.C. h EXPOSED TO INTERIOR SPACE) ' E 2 X 4 P.T. STUD TO BOT PLATE: � SIMPSON SP4 N LINTEL e 1/2" X 8" NOTE: HOLD FRAMING 1/2" ANCHOR BOLT BACK FROM FACE OF BLOCK @ 32" O.C. FOR SHEATING TO BE FLUSH WITH BLOCK FACE 8" CMU WALL '(O p, ,0000 �QP to d•• E •.K e WF21 KNEEWALL @ ENTRY FRONT WALL 3/4" =1'-D" PROVIDE 2x4 ON TO fiL. OF 2x8 TO BLOCK OUT 2 ROWS 12d @.......... Lo TOP PLATE ATTACH w/ 3" O.C. OUBLE 2x4 ®��, � p `8 sS o (2) 12d NAILS O.C. TOP PLATE 75i;Ifllal (SOLID BLOCK w/ 2x6) ) 2x4 STUD PER PLAN 2x4 BEYOND AGAINST 2x8 STUDS OP SPLICE NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OUBLE 2x8 TOP PLATE S TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. m SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD E (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN TOP PLATE W 8d 2 1 2" x 0.131 NAILS (SIM. w/ 2x6 qq 00 * NOT REQ'D. WHEN QT SYSTEM IS APPLIED 2x4 w/ 2 ROWS OF _� E 3'�b •Bj N ro STUDS) 12d NAILS @ 3" O.C. WOOD BEAM SEE F" Q � m 00 00 TOP PLATE TRANSITION PLAN FOR SIZE HUC 10NHUC4300R(2) flil D Rm LL TO BUILT-UP COLUMN o ,Q gym-„ Omu�img OUBLE 12d � � i - e'm =1 FA w PIPE OR DUCT w/ PENETRATION THRU TOP SPLICE .,i� SUPPORT COLUMN BUILT-UP MIN. c S Q ."' ui a CO TOP PLATE w/ MORE NAILS @ 8" 0 C, EACH2x4's OR 4x4 W/ PLYd B= C2 � s a a Ix THAN 50% OF TOP ROWS 12d ; (SHOWN AS 4 x 4) y! ZIN 0 ? g p PLATE WIDTH INSTALL @ 3" O.C. , Y g u 8 6 m r O O SIMPSON PSPN516Z (2) SIMPSON HETA20's o $"�" W $'„� a m o w/(12)16dNAILSTYP. �' I, I, w/(12)-16dEA.T000L, oar z�mJQm 2jjN , `+., ALT: (2) MSTAM36 STRAPS T o_ Lp TOP & BOTT. NOTE: @ALL EXT. CONDITIONS ATTACH Zx STUDS OTTOM SPLICE TYPICAL BLOCK ,; CENTERED w/ (13)-10d NAILS o E a 2 �a o TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. OVER STUD WALL �. Ea TO COL. n $ W D El I- 1 '• TIE BEAM F & ° WWW.FDSENG.COM ❑ ❑ SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO o TOP PLATE W 8d 2 1/2" x 0.131 NAILS � � * NOT REQ' D. WHEN QT SYSTEM IS APPLIED N - NOTE: Z N c PLATE LENGTHS MUST BE AT L m LEAST 8'-0" LONG. TYPICAL a J N WF17 TOP PLATE SPLICE DETAIL CD04 BEAM @RAISED ENTRY MASONRY WALL N.T.S. a C 3/4„ = 1'_0" a� M E 2x8 SYP #2 r w TOP & BOTTOM o �V Q CL m ATTACHED W/ �� cJ =N E (1) ROW 16d 2x6 SYP. #2 w O m m NAILS @ 16 O.C. RIPPED co w BOX HEADER DETAILcm 0 REVIEWED FOR � '! a ��m aIm /MAY NOT BE PRESENT. CODE COMPLIANCE * CRIPPLES MAY 7/16" O.S.B.VERIFY HEADER ELEVATION ST. LUCIE COUNTY a r" DAMS HOMES C ' Q IF ONLY (1) KING AT EA. SIDE (1) JACK USED 2X BLK'G. Q EACH SIDE OF OPENING G.C. TO TO O.S.B. W/ 2.8d INSTALL (3) TITEN HD. EA. END (2) 2 x 4 LAMINATIONS W/(1) ROW OF STAGGERED 10d (3) 2 x 4 LAMINATIONS W/ (2) ROWS OF STAGGERED 16d (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF STAGGERED led NAILS 5/8" x 8" EQUALY SPACED PER SIDE INTO CMU AT COMMON WIRE NAILS (D=0148" L=3")OR EQUAL COMMON WIRE NAILS (ONE INTO EACH OUTSIDE FACE) COMMON WERE ZONE INTO EACH OUTSIDE FACE) JACK TO HEADER NO BASE EDGE VIEW HEADER SUPPORT NO. OF JACKS & STUDS OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL JACKS KINGS JACKS KINGS SIZE EA END EA END EA END EA END LESS THAN 4' (1) (2) (1) (2) >4' BUT <9' (2) (3) (2) 11) 4 4 HEADERANCHOR OCC '5 - FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 NAILED TO TOP PLATES, HEADER&JACK a�i a HEADER SIZE & GRADE No. & slzE of RAFTER TIES EACH END DIVISION LOCATION: SEE PLAN FOR BEAM SIZE (2) LSTA gp PORT ST. LUCIE (D=OA62",L-3-1/2")OR EQUAL (D=0.162. L=31/21 OR EQUAL CONNECTOR REQ UIRED 11 ADJACENT NAILS ARE DRIVEN FROM 3) FOR EWSOPROVIDE SPACE A. SHOWN LAG (3) 16d OPPOSITE SIDES OF THE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3PLY) 1V SEE PLAN SEE SCHEDULE Job Information: 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NOS SECTION 15.3 FOR SP4 AT COMMON 2x CRIPPLES @ 16" O.G. THE THICKNESS OFTHE LAST LAMINATION. ADDITIONAL INFO, FOR WILL W/ SIMPSON SP2 TYP. �24" O.C. NAILS(TYP)� HGT. TOP AND BOTTOM I STAGGERED 12d NAILS 9 WF37 TYPICAL COLUMNS DETAILS N N.T.S. STAGGERED @ g FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 11/2" CONTACT FOR FOR SOLID W/ GROUT. (NO '- FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) ol �r. F.F. OVERHANG CMU FOR OVERHANGS BETWEEN 5/8" TO 1 1/2- %�j III eOR / gF pll ,•' ' O.C.TO SIDE & NAILER , ,g,III H END 1 © p ATTACHEDLOCKING • . •_ :• NAILS. SEE DETAIL ABOVE SEE ELEVATION FOR ROUND/ TRANSOMI SQUARE • * WHEN STUD LENGTH 12 O/C EACH FACE OR 3-ROWS FILE COPY w LESS THAN 12" USE 12d NAILS STAGGERED ~ LSTA30 STRAPS AT EACH @ 12" OX FOR 2 x 10 O STUD WRAPPED OVER OR GREATER HEADER TOP PLATE & NAILED 1 10 O TO HEADER EACH SIDE 0 7 QI O T„I FILL ALL HOLES IN DOUBLE 2 x #2 U0 v STRAP S.Y.P. HEADER W/ W N c 1/2" FLITCH PLATE HEADER. (U.N.O.) `y m M 10d NAILS @ > � aj 3 m 8" O/C TYP, In N FILLING AND BLOCKING AS Ne ` , a DOUBLE 2 x 4 REQUIRED FASTENED TO HEADER W/(2) ROWS - $ O J �I'1 M O CRIPPLE STUD TYPICAL (U.N.OJ OF 12d @ 16" 0/C UNLESS 'W�L LL D J v, v NOTED OTHERWISE .n V Model Name/ Number: N 2 x 4 STUDS TYP. �O20 SIMPSON H774 W/ (18) i0 CMU 16d NAILS & A 5/8" � Plan Issue Date: o EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O. Wednesday, September 16, 2020 �FNl4,G .t, GARAGE KA PROJECT NUMBER: STEP DOWN DOWN CONNECTIONS P.T. BOT. PLATE °1 2"604 Y �**HOLD NOT REQUIRED @BEARING WALLS WITHOUT UPLIFT Sheet' Of: NOTE: FOR OVERHANGS LESS THAN 5/8" -NO REPAIR REQ'D. WINDOW OR DOOR OPNFG S 3 LNL 0 MS18 RETROFIT WALL OVERHANG DETAIL N.rs. WF39 TRANSOM DETAIL AT ENTRY 1/2"=r-o" WF09 WALL HEADER DETAIL N.T.S. TYPICAL WALL DETAILS 0 U ' *DIAGONAL SPACED AT 20'-0" O.C. MAX vI I I I Fl SAME SPACING AS BOTTOM CHORD LATERAL BRACING _ - TO BE LESS THAN OR EQUAL TO 45° - -� �i Lr , l MINIMUM2"x4" ' - - - �v CROSS BRACING (SEE PLAN FOR i LOCATION) �.,,.•�''�'" BLOCKING �I or I � m o i i (3) 12d i v ie PER JOINT CONTINUOUS LATERAL BRACING - NAIL OVER X-BRACE AS SHOWN- 6 INSTALL BLKG. AT TRUSS WEBS CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING _X-BRACING - 2x4 SPF OR SYP w/ (3) 12d @ EACH TRUSS WEB€ d m ro TB01 TYPICAL CROSS BRACING DETAIL N.T.S. T1302 TYPICAL CROSS BRACING DETAIL N.rs, 9 m 0 IN PROVID2X4 MIN. IE, YP. T® TNG CENT RELINE OF HIP/RIDG a`aAe O TOR BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP ro E w`e �� ..... 5 oep N : G(" S E Q�`''.°• N CHORD CO.: w�. TRUSS ALTERNATE TO BLOCKING r o r Ua a $ O�Q A PRE-ENGINEERED VERLAP TRUSS BRACING �' WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP S \OG A --- SHEATHING PACE c F 4;.• t ��>®`©F L G.T. m 's` (n ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 m �T+Itn tTNN y TOP CHORD WHEN REQ'D NAIL TO TOP CHORD JACK - - "" TO PREVENT SHEATHING OF HIPPED TRUSS W/ SPAN FROM EXCEEDING RUSSE HIP 12d NAILS @ B" O.C. o 0 MAX 24" SPAN (EITHER G.T 3 SIDE OR BOTH IF REQ'D) m . c ROOF (2) 12D NAILS SHEATHING AT 12 O.C. MAX SEE MINIMUM (3) 12d PER JOINT MINIMUM 2"x4" SPF OR * SPACED AT 10'-0" MAX SYP TRUSS BRACING E m S b a �c O ti m PLAN 5 g� w 0F N m 1 `� u_ 2X4 BLOCKING) gO�mgm ti BETWEEN TRUSSES HIP TRUSS- W ., w In SECT. A -A w a a 9t wa?=aof N.T.s' TB03 HIP /RIDGE BLOCKING DETAIL TB04 TRUSS BRACING OVERLAP DETAIL (TYP} N.r.s.�IML mmq ® a 3P° 0 a � .m a,g €111 ° b5 ❑ ❑ ❑ m WYAY.FDSENG.COM QD Z p�p ro O O TRUSS NOTES: z a D 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP3-2014 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND a r BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED •E C — TO SHEATHING ON ANY PAIR OFTRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY H Z M 8 SHEETS OF CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT w [� (JI _ 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 LATERAL BRACING SPECIFIED BY TRUSS MgNUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 342d NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT 76 ffi .� m n 1 V — .! 0 W vim.. }�. ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Ya Of I(�\ HEEL HEIGHT. U') i 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD `` ,, ,1'J SEE TYP. TRUSS BLOCKING DETAILS YrtS SHEATHING C o w 10 N p U scq E fl , 3TO 4 TRUSS x4 AS SHOWN 3 V y0 TRUSS SPACES [ALTERNATE RECT10N wax Q N o+ p RUS .. n pw cI�L ®A W S HO W ES" VERTICAL SCAB 2X8 R2 SPF 48" O.C. W/ (4) 12d TOP & BOTTOM OR HE SEE TRUSS q(2YlNAILS c OR HCLR/LL IN PLACE OF (4) SOD SECyN)N TRUSS REQUIRED CRAFTERS GREATER THAN 8'-0" B-e FLORIDA CONTRACTORS LICENSE NO. CRC1330146 {p g REVIEWED RE'VIE YVED. FOR � 3000 GULFBREEZE PARKWAY SEE PLAN OUBLE TOP DOUBLE TOP PLATE SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAILS CODE COMPLIANCE; m t GULFBREEZE, FLORIDA 32563 PRE-ENG. TRUSS PLATE SECTION B-B 2x STUD WALL VARIES w ROOF ST. LUCIE COUNTY DIVISION LOCATION: SLOPE / . SEE PLAN ,/�I BOC GONV. FRAMED RIDGE MAY BE NAILED w/ MIN. VERTICAL SCAB 2X8 42 \ / \ \ / 2X4 SPF BLOCKING / v d 'n Job Information: (4)12d WHEN IT LANDS NEXT TO PRE-ENG. TRUSS SPF 48" O.C. W/ (4) 12d TOP & BOTTOM OR OR \ \ BETWEEN TRUSSES / \ 2x8 BLKING. NAILED P EACH H5 \ @ 48" D.C. MAX. / — SIDE W/ (3)12d NAILS WHEN HCLRjLL IN PLACE OF (4) SZd B REQUIRED w/ (2) MTS12'S REQUIRED 0 RAFTERS GREATER \ / \ / THAN 8' 0" \ \ 2x4 SPF BRACE \ @ 48" O.C. - NAIL W/(4) N ry TIE \ \ COLLAR EVERY 1d SHEATHIN 9�- RAFTER 12d AT EACH END & \ \ ALTERNATE DIRECTION n O \ 2X4 BLOCKING BETWEEN CB BEVEL CUTS \ °� a TRUSSES W/ (2) 12d NAILS (OPTIONAL) 0 EACH END, CON. EACH BAY Z C B TB 2X4 SPF W/ (2) N7X3-1/2" ALTERNATING DB WOOD SCREW EACH TRUSS / / TRUSSES / / SEE PLAN P COP FILE i "• a• I W L j N a) 0) BLOCKING OR H5 @ 48" O.C. / / ro c, PRE-ENG. TRUSS CON. ROOF SHEATHING AT TRUSS TOP STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP. \ / / \ \ / / c • • a SEE PLAN FOR CONNECTION SIMPSON A34 OR / / 2X4 P.T. BLOCKING BETWEEN B DIAGONAL (LISP MP4) @ \ \ / / Q _j W = Lo TRUSSES W 2 12d NAILS @ WOOD 2X8 R2 S7P RIDGE BEAM EACH END / I F AT a o^ TRUSs MAX MAX.RAFTERS dCOMMC. Aw/ (3) 120 COMMON 2'-O" ON CENTER \ \ / / \ /\ / 2X4 SPF BLOCKING Y V BETWEEN TRUSSES 0 pT N '' /^'T ' n J m v J v, VI Model Name/ Number: TOENAILS TO RIDGE BEAM D.C.MAX .w @ 24" . / �I pA 1820 WALL BELOW 2X4 RAFTERS FOR SPANS LESS THAN (SEE PLANS FOR TYPE) 4 FT @ 2%0" O.C. MAX W / (3) IOD \ \ (3)12d EA. END (TYP.) / ° \ SEE PLAN o c CDNC. MASONRY COMMON TOE NAILS TO RIDGE BEAM 2X4 CONT. AT STEEL OR WOOD T & B CHORD BEARING SUPPORT 12 Plan Issue Date: Wednesday, September 16, 2020 TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/2" SPACEy @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING � KA PROJECT NUMBER: SEE PLAN FOR MORE INFORMATION SHEATHING m m 20-6604 2x4 S.Y.P. z Sheet: Of. @ 16" O.C. o N TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS N.r.s. TB1S EXTERIOR NON -BEARING WALL DETAIL N.T.S. ROOF FRAMING Q AND BRACING DETAILS Madman reasons' Spadrg (lamas, Head and SIII) Q R&I 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. 6" f SPA( EVEP 6" 6" 6" SINGLE DOOR SINGLE DOOR W SIDELITE An 6„ e.. n.. 3„ 3„ 3n 3" 3� 3„ 33, 3 III III ( I„ 3„ 3" 3„ 3„ 61 6 6n DOUBLE DOOR W/ SIDELITES )A /E WACE :VENLY 2" 6 SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO BE V-Or' IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE / FILLED PVC. PIPE. m TOP OF SLAB DO IN, IN, 11 ° 1 f - If - If 1 v v l vl o z lid' 16" MIN. DIAMETER g ! _ CONCRETE FOOTING 1 PROTECTION BARRIER DETAIL N.T.S. SPACE EVENLY 6 i a�a POn{ 7' a W Use vallBy CBMenina " ------------- SHINGLE INSTALLATION GUIDE S"&NTLINiE NAIL SHINGLES W/ IS OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. 0o Oedi, / P U"derleYt^� A" g4aP �yae g44""000"owl FX"' 2no y�GODt ` ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPUED ALL LEVEL VALLEY I TEXTURED, PAINTED BEHIND FLASHING FXTER. WALL FINISH AND EXTENDING A LOCATIONS) MINIMUM OF 5" ABOVE 6° X 6- H. GALV. VERTICAL RISE OF FLASHING VERTICAL WALL FLASHINGCONT. AT KNEEWA LL T ENTRY PLASTER STO SEALANT ROOT SHINaLE6 6" X 6' H QALV. T FLASHING CONT.1 > FLASHING DETAILS NOTE: THIS DETAIL IS REQUIRED AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF W'DOW AND/OR SGD FRAME MIN.) GLUE STRIP w/ ADHESIVE SEALANT & SCREW w/ 3/16" x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATION OF WINDOW ATTACHMENT N.T.S BUCK STRIPS - 1x4 (DEPTH OF 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 THE WIDOW FRAME INTO MASONRY t A' JAMB MIN. 4" FROM END AND MIN. 16" C.C. 1/8" SHIM SPACE EXT. FINISH DRIP EDGE WINDOW SEALANT GENERAL CONTRACTOR TO COORIDATE BACK OF JAMB SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S 2X WOOD FRAME -. BY OTHERS SHEATHING - BY OTHERS CAULK BETWEEN �* FIN &SHEATHING EXTERIOR --- FINISH BY OTHERS PERIMETER --- CAULK BY OTHERS O.A. WINDOW' HEIGHT EXTEPICIA f f/2w MINI, EMBEDMENT i �f3 WOOD SCREW I ',Il�lr�I► `. ,•, sit teller arm-^-- � Ill TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S dENT, THERE SHALL BE A rF ROOF CEMENT INSTALLED FLANGE. Dm1 EDGE SHALL ek NED A MA%MUM OF 12In ON lead AS DETERMINED IN ,TION 11301213 S 1 W MPH FER OR THE MEAN ROOF HOGHT �,053 M DRIP EDGES SHALL BE :RFD A MMIMUM OF 4INCHFG screws Minting F{n' eteirrr Rxed VIEW wnblw of 11 1 I I I Wall Framing: #2Spruoa1PIne/Fir Or eater � #lO xl-11Y' -_ Screw M nlmam PenetrationGI Cross Section view o{dlaJe ttMif. pore¢ the dodos irm son',l and Ciner oamageanri constmctiol is complete. Step 1 Measure to be We the Opening is 3/r-to i/r larger than the window art both wrticaty and hodzontally. " Vw may wish to predrill the instal holes in trend at ths; time. Dineaed Bar 1KKesN Vie mo sl rod as OW rites 942 4* a gelceras bead of Frame to the badmde of the maiming fin. Ise enough as,,, to suliidady fi0 all wiids between the fin and the wall sheirthIng. Step 3 inset the window into that opening from the outside. The Aadow Is labeled "andde" and 'outsider, but If OEM labels have been removed, the gleans bead should alwarts be to the Inside M Ind buldift Slap 4 install shins under the sill, adWng thew uMr the or* 6 pomb in the opening. Shims should be ahstarefi under the sill away 2 feet. The window should beheskal ambeed in the Opeaft with ra mere than 4" gap between the window and wall framing. Step 5 Install a#20x I-lir svewrfrom the comer of the fin at eadh end of the had, sill and both jambs. Step DsWift emainingfaste in8°mpremenhfromthemrnLvs tDtheceterofea&fta memher. Ustamenaoowi- tighten Ind screws and PUN them through the fin. Ak,O, make are the screws go in *eight and do not muse tie fore to bow. Wall haring should be a minimum of k2 Spnnoe(MraJflt. Fadenes should be #10 srrexs of otfident lY th to adueue 1--3/8"-perietratkin i tootle war and no less lien 1(r from edge of framin . Step s it Cleared, a roam arsimon an be apPlied to the interior gap between the window and wall framing, If applied, tusmiaroe Me NtlNfXFAM01kG PfFE fOArN. Step 9 Sirce these windows am !sally used In rooms with high moisture, k; hatlrooms, it Is recommended that the Interior gap between the wosim and wall framing also be sealed wan silicone and tooted co as not to mtersener with this installation of wallboard, file a trim. Step 10 Onas all constructlon Is complete, remove the bubble wrap from the inside and outside of the window. V necessary, dean the blocks with a mild detiargent and warm water using a soh Cloth. Failure to follow these procedures will void any and all warranties. GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION AND CALL OUTS. Product Approval Submittal Affidavit Building Address: Contractor: Building Permit: Product Design Manufacture Model # Attachment Pressures Method Roofing: DADE 1st Choice COUNTY APP. IKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. W/ 3/8" MIN PENETRATION THRU SHEATHING ROOFING VENTS: Flor Proh ROOFING UNDERLAYMENT: 1st Choice TAMPROC 2nd Choice Overhead Garage Doors: N�O' 0R�S pP,^-:G S E eJ. tAo o � :* ;E Of. rat �• • P ��,C '.LOT,"•� S 10 { III IJ 141� Lj N00 6$�A`�e V E2F V� 01 LLIJLLLL _ ^o a" �2� a z a g mho `s ¢ u in hD r Q °1 s it hsi w v N Eg� M=md a ¢ N ?°,E CIE w9A ZY Haf� =�s 3 Of ° y o s MIRE la�& m �o�jj g$ 2 9 e Q Q ona5'g Z �03 Approval # y$,� F ry w WWw.f�SENG.CgM ❑ ❑ ❑ B w cD _ FL7006.1 R-10 0 Z 0)r� 5 Z o o c W Z N Lo �1 I/fin 0 COIR�r, NAIL, FL21580.1 R-1 1Q�J y 12 . L,. h r rlL,.vl. rvlRn. y W w ti Efeel N a�coWoo �, ��i) UNDERLAYMENT SHALL BE APPLIED ANDPEE c c ^� ATTACHED IN ACCORDANCE WITH a - R905.1.1 m �� e=- m ui U c0Ml E € s Oo0 8 9 — is 00 9V a' = O r ere 1st Choice +30.0/-30.0 CLOPAY 16 x 7 2"x6" P.T. WOOD JAMB WITH (5) 1/2" DIA. x 8" "J" BOLTS FL16546.1 = w 4 C14m i z ° 00 I' d Q m 2nd Choice +30.0/-32.0 CLOPAY 83W� FL15279.36 Swing Doors: m DAMS HOMES 1st Choice +67.0/-67.0 THERMATRU�ORP. GLAZED 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3' FL20461.1 FLORIDA CONTRACTORS LICENSE NO, CRC1330146 FIBERGLASS 00 INSWING TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIO HERE LET. AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL; Yid 2nd Choice +67.0/ 67.0 THERMA TRUCORP. FLUSH FL20461.19 FIRFRGI ASS DOOR IOUTSWING BE ATTACHED WITH X 3" WOOD SCREWS MIN. FROM, TOP &BOTTOM OF INTERSECTIONS AND MIN. 18" O.C. �� 461. A u- 3000 GULFBREEZE PARKWAY THEREAFTER. (TYPICAL ALL 4 SIDES � � GULFBREEZE, FLORIDA 32563 Siding: DIVISION LOCATION: 1st Choice +0/-146.3 The Tapco Group 7" Staggered EASTERNERS 211403.17 PORT ST. LUCI E Shakes NAILS Vh" LONGWITH 1/8" DIA. SHANKS & 3/8" DIA.OHEADS AT 10" O.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL N A N.A. N.A. 2nd Choice SHALL BE BEYOND WALL DRESSING a Job Information: Windows:3540 1st Choice +40/-50 MI WINDOWS SERIES SEE BUCK R UNIT INSTALLATION USE CON 161SEMBEDPAGE).TTO 17676.1 Ras SingleHung (fin) ANCHOR WITHALL DESIGNATIONS WTALL A TORV HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS g 3540 SERIES +40/-50 MI WINDOWS Single Hung (flange) OF SUFFICIENT LTH. TO OR INSTALLATION THROUGH 2XVIDE BUCK USE 8 W000 SO EW OFWOOD BUCK. FL 17676.8 Ras ,� r� 3540 SERIES +50.0/50.0 MI WINDOWS picture window SUFFIENT LENGTH TO ACHIEVE 1-,k" INCH MINIMUM EMBEDMENT FL18644.3 R3 IN WOOD SUBSTRATE. N m v O F--- 7 YL Mullions: M-1926 Ver8C81 FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE FL 18504.1 1st Choice MI WINDOWS Mullion 3/16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 114 L Horizontal 15804.E M-1926 MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM o a�2 EDGE DISTANCE Fixed Glass", 1st Choice +50.0/-50.0 US BLOCK 625 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WINDOWS WITH MIN. 11k" EMBED. TO ALL FACTORY DESIGNATIONS 2nd Choice WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE RULED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 3rd Choice 5/8" MIN. EMBED. INTO WOOD BUCK. Soffit: +55.0/-35.0 KAYCAN LTD 8" BEADED 1 1/2" NAILS 10" O.C. IN 1st Choice SOLID SOFFIT VINYL DIRECTION OF SOFFIT LENGTH Hurricane Panels: 24" Ga. HURRICANE STORM DIRECT MOUNT. TOP 1/a"-20 MALE PANELMATE. W/ 46 PSF EXT/ Galvanized 1st Choice 46 PSF INT. PANEL MFG. INC. Steel Storm WINGNUTS AT 121f" 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: A. # 56126 Name: TODD M. BORN Certification Number: FI. # 82126 Name: Luis Pablo Torres Certification Number: FI. # 87864 in w q a c i3 T M > p rH to m 3 Im c fm r N a FL18644.3 R-3 t = J W 000(n �" o Tj Model Name / Number: FL16503.4 R-3 rat DZO Plan Issue Date: m a" v FL16293.1 Wednesday, September 16, 2020 VI KA PROJECT NUMBER: 20-6604 a m Sheet: S-5 Of: N 13 MATERIAL REFERENCE INFO (PSL) MECHANICALLY FASTEN AS FDLD uPwEATHEa BARRIER & WEATHER RESISTIVE FLASHING REQUIREMENTS THESE DETAILS ARE GENERIC AND MEANT TO SHOW - NECESSARY IN CORNERS THROUGH � RESISTIVE GENERAL FLASHING AND WATERPROOFING METHODS SELF -ADHERED FLASHING _ TEMPORARILY SECURE BARRIER 000a aouGH oPENwG TO B E USED. R703.10onerai. Exterior walls shall provide the building with aweather-roslstent exterbr well enveope. The exterior �WEATHER WINDOW UNIT wall enveope shall Include flashing a5 descrbed In Section R703.4. A water-reslative barker Is described as a RESISITIVE BARRIER material behind an exterbr wall covering that is intended to resist liquid water that hos penetrated behind the exterior s TAPE EXTERIOR WOOD FRAME CONSTR. SELF FLASHING Al 3/4••1' BEAD OF CONSTR. SLOPE covering hem t'ukher intruding into the exterior wall aaaembty. An exterior wall covering Is described as a material or SHEATHING -ADHERED BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER D,3 10 : 12.0 In C E L F-ADHERED F LAS H I N G assembly of materials applied on the exterior side of exterior walls for the purpose of providing a weathervresistive Insulallon, for including limited OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN (0.6 cm : 30.5 cm) �J barrier, or aesthetlCs, but not to, vergers, siding, exterior insulation and flnish systems, WALL BY6 IN. UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING PRODUCTS DETAILS architectural trim and embellishments such as cornices, sefflts, and faedas. IwsFuaL�wr++aNl R703.2 Water -resistive barrier. One layer of No. 15 asphak fe@, free from holes and breaks, complying with ASTM D220 WEATHER _ SELF -ADHERED FLASHING EXTERIOR for Type 1 telt or other approved waterreslstive bmHer shall be applied over atuda or sheathing or all exterior wills. Such ftesislnvE CEMT. FIN. f TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less ttmn 2 Inches BARRIER SEAL TOPS OF JOISTS ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 (51 mm). Where Joints occur, felt shall be I�ped not bss than 6 inches (152 rran). The felt or other approved material UNDER DECKING shall be conthuous to the top o} walls and terminated at penetrations and building appendages In a manner to moat the (SEE DETAIL WP07) SUBFLOOR requirements of the exterior wall envelope as described In Section R703.1. SELF -ADHERED FLASHING R708.7.8 Watervresistive barrlere shall be Installed as required in Section R703.2 and, where applied overwood-based FLASHING TIE-IN INSTRUXTIONS: WIRE LATH Detal I I r1StrUCtlOn$ sheatltlrtg, shall Include awater-resistive vapor -permeable border with a pekormance at least equivalent to two layers of HEAD RIM JOIST Grade D paper. The Individual layers shall be Installed Independently such that each layer provides a separate t. Cut, fold up &temporarily secure weather Refer to the number marked aS ®in each detail that corresponds to the continuous plane and any flashing (Installed In accordance with Section R703A) intended to drain to the water -resistive resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head Gashing 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 1 2 ' g PAPER 2O , . Install self -adhered flashing in order as shown by numbers 2. IRStall flashing and Weather reSIStIVe baffler t0 form Water Shedding laps 3: Self -adhered flashing can be substituted for building paper Exception: Whore the water-roalstive barrier that Is applied overwood-based sheathing has a water resistance equal to or greater than that of BO-minute 6rede D paper and Is separated from the stucco by an intervening, Suhstantlally nonwater-absorbing layer or designed drainage space. 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) -for ease of installation and to minimize R703.4 Flashing. Approved corrosion-reslatant flashing shall be applied sMngle-fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components, Self -adhered membranes scale: NTS SELF FLASHING SELF -ADHERED FLASHING FLANGED WINDOW �/ P01 SELF -ADHERED FLASHING \/`/P O� -ADHERED CEMT. FINISH SILLI POTSHELF/ CHIMNEY SHOULDER W P03 scoring cuts used as Oashing shall comply with AAMA 771. All exterior fenestration products shell be sealed at the Juncture with the FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR DOOR WITH DECK - SECTION A Y Y 5. Remove all release paper per standard installation instructions and bulldmg wall with a sealant complyln with AAMA 800 or ASTM Cs2o Class 2S erode Ns or B greater for proper Jant adhere to substrate using a square piece of flashing material (6" x 6" expansbn and Contraction, ASTM C3281, AAMA 812, or other approved standard es appropriate for the type o} sealant. Flufd•applied es flashing In 79A. The flashing to the membranes used exterbr walls shall comply with AAMA shall extend EXTERIOR SHEATHING RUBBERIZED RUBBERIZED ASPHALT Minimum) surface of the exterior wall flnleh. Approved Corrosion resistant fleshings shall be Installed et the following loeatlons: EXTERIOR SHEATHING -� 314"-t" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER INSTALL SELF -ADHERED FLASHING JAMB &HEAD ADHESIVE ASPHALT 6. Fold as shown by arrows 1. Exterior window and door openings. Flashing at exterior window door to the the ADHESIVE 7. An le of corner ma var ad ust foldin of the flashin aCCOrdin 1 t0 fit g y y' J g g g y and openings shall extend sukace of THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND FLASHING, SEE FLANGED WINDOW SELF -ADHERED FLASHING tight t0 COmer exterior wall fntsh or to the watervresistive barrier complying wkh Section 703.2 for sulbsequent drainage. REFER TO TECHNICAL OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WPo1) 8. Mechanical) fasten as necessar y MBChankalty attached flexible fleshings shall comply with AAMA 712. Flashing at exterior window and door openings Shall be installed in accordance wiffi one or more of the following: LETTER ON CHEMICAL SCORED y COMPATIBILITY , RELEASE PAPER y1 The lenestretion manufacturer's installation and flashing inatructlons, of for epplleatbns rat addressed In the SELF -ADHERED FLASHING, � ' IBEFCRE FOLDING, SGORE fenestration manufacturer's Inahrletlons, In accordance with the flashing manufactureYs Instructions. Whore SELF -ADHERED EXTEND A MINIMUM 8" RELEASEPAPaatoExcosE ADHESIVE AS 9HCWN) - flashin instrut:tlorts or details are not roVided g p ,pan Gashing shell be installed at the sllfof exterior window end FLASHING VERTICALLY FROM door openings..Pan Gashing shall be sealed or sloped in ouch a manner as to direct water to the suAaca of the BOTTOM OF exterior wall flnish or to the water resistive barrier for subsequent drainage. Openings using pan Gashing shall ^ THRESHOLD MECHANICALLY FASTEN AS Incorporate flashing or protection at the head and sides. a s SECTION -A � NECESSARY IN CORNERS THROUGH 1.2. In accordance wkh the flashing design or method o(a registered design professional. (SEE DETAIL WP02) SELF -ADHERED FLASHING 1.3. in accordance wkh other approved methods. SELF -ADHERED 1.4 In accordance wkh FMA/AAMA 100, FlNA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or F'MA/AAMA/WDMA 400. FLASHING 2. At the intersactlon of chimneys or other masonry conatructlon with Memo or stucco walls, wkh projecting Ilps on both SELF•ADHERED FLASHING tJ Sides under stucco Copings. NAILING FLANGE 1 4 O 3. Under and at the ends of mason N x a 9 N N s 0 N N E n 3 t 3 c O E N m t c ei J? o N i a Ca) c (n m y N j v s E V �' 1 N ip LO 00 - gs��e 9.G o � m Eg On°ig d d w 3:� t� Zzaoa z z 0 Y m"5S MOTE O � � Z m d a€ a a1E�„e Z c 0 0 g sae la J § .a WwW.FDSFAG.CCN ❑ ❑ ❑ N � Z m - o 0 Z N Z" aN 0 0 c _ V Z N 8 ^ , t!1 O M H \/11,5/\l v J 0 n LL yv@ 1 w a E `y U w f to `m N �[[ J C V () - N E .'' x $p � CGov s �p 'Ng0 Q N Owo QW DAMS HOMES 0 'v FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: ao 'a 8 n O M 0- v' O fi Z C N LO O a to a m N m M g O m o ai d rl In 3 m • • u7 a H se U m m J W Om(n(n Model Name / Number: 1820 �. Plan Issue Date: Wednesday, September 16, 2020 g KA PROJECT NUMBER: 20-6604 s rn Sheet: W P Of: WATER PROOF 1101 DETAILS rOD y r33 ior porches, decks or stairs attach to a wall or floor assembly of woodfiame construcgonm to tIIIor FL Lo Ln t tLU t rFlange LO f 5" bath duct to roof cap w/ standard70 cfm both fah 4" dryer duct to roof cap w/dryer vent bax 42X42 A/C SLAB BY BLDR MIN 2' FROM WALL iv n �r 14x8 1wed 220 yr 1OX6 lwcd ti"rrww.. aw�ww� 60 t lir�><w KITCHEN VAULIM CM 210 14x8 1wc VKXT MA-M ! kazsJ9� 16x16 rag FA-1111-Y 1Q00M 14x14 rag is CHlW6 12x6 1wed 125 10x1 7" 14" } 45 i8x4 i w d P NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED 1 INCH UNDERCUT BELOW DOORS TO HABITABLEROOMS Transfer ducts/grills sized in compliance with Florida Residential Building Code—M1602.4 balanced return air. EXCEPTIONS 1-3 ha as ��:j3U 14x8 1wcci 120 12x12 rag 4'n E rra Ccxana �10x wcd 80 PtN NCa iRQOf 7' 116 1 wed 165 12x12 rag �j9" , N 7" 1202 rag I12x6 1wed 115 BEPR0Q�1 r: R 5" bath duct to roof cap w/ standard 70 cfm bath fan Cn Z m O U) LU w F- 0 REVIEWED FOR CODE COMPLIANC11 W ST. LUCIE COUNT' Y) Z ROCC W O 2:: 1--- O c) W C/) Q U FILE COPY' Q O (D Q C) m I 0 O O m W > Z z p W 'S Q I— m 1-- Q J O D Q cy— m IZ —i Y) 0 0 Rating Must have a minimum clearance of 4 — i s around the air handler P 9Y per the State Energy code. .All duct has an r insulatl on value.