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Home My WebLink AboutCONSTRUCTION PLANSTRUC TURAL DESIGN CRITERIA TERMITE SPECIFICATIONS STRUCTURAL NOTES. STRUC INDEX 0� DRAWINGS R315.1 CAST IN PLACE CONCRETE CODE CRITERIA SHT NO: TITLE. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLI DPESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPUED 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 FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, PLUS OR MINUS 1', AND HAVE 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. FLORIDA FIRE PREVENTION CODE 7TH EDITION (2020) - REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSE TREATMENT, A PEST 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUNO CORNIERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY, FLORIDA BUILDING CODE ACCESSIBILITY 7TH EDITION (2020) RESIDENTIAL NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS. RECEIVED TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE A COMPLETE WITH RULES 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 11/21- 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 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318-14) SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301.16) AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LBS OF FIBER PER CUBIC YARD. 6. ALL REINFORCING STEEL /.STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM 615, ASTM A70E BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) NOTES: OR ASTMA 996 GRADE 40 U.N.O.. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP BY NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2015 EDITION MANUAL 2018 EDITION REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE WOOD FRAMED CONSTRUCTION 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR" USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTINGS REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON ARA PLYWOOD DESIGN SPECIFICATION E30-16 PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA WITH THE BUILDING DEPARTMENT VUST BE ON FILE LINTEL PLAN PAGE. I I 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING At HESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE 7-16 ALUMINUM DESIGN MANUAL -AAF-20 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PO ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION TIONS OF WOOD EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECCORD FOR WRITTEN APPROVAL. 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F OF THE FLORIDA BUILDING CODE 7th. EDITION 12020) IS TO 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE 3. BORATE APPLIED TO. ALL FRAME MEMBERS WITHIN 24" A.F.F. BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN TFIESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE ADOPTED CODES, STANDARDS AND RULES. OF THE ADMINISTRATIVE ALITHORITY PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE EXTERIOR COVERING MASONRY WALL CONST. WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90-014, WITH MINIMUM NET COMPRESSIVE (B) LOCAL STATE AND FEDERAL BODIES R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C926 AND ASTM C1053, OR ASTM C1787 STRENGTH OF 2000 PSI (fm = 2000 PSI ) 2, MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM 02)rO14A. DEFLECTION CRITERIA AND THE PROVISIONS OF THIS CODE. 3, COARSE GROUT SHALL CONFORM TO ASTM C47640 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 30DO PSI SLUMP 8" TO it". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. ROOFTRUSSES* LL/360 TL/240 COMMMENTS: R703.7.1 LATH. 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NO ED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED MEIAL OR WOVEN WIRE 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD I POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 CIA OR 1OFT, ROOF RAFTERS LL/180 TL/120 LATH SHALL BE ATTACHED WITH 1-1/2" LONG, 11 GAGE NAILS HAVING A 7/16" HEAD, OR 1-1/2 LONG, 16 GAGE WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE ENTER OF THE MASONRY CELL WITH MIN 112" CLEARANCE TO INSIDE FACE. ROOF RAFTERS (W/O CLG) LL/360 TL/240 STAPLES, SPACED IN ACCORDANCE WITH ASTM C1063 OR C1787, OR AS OTHERWISE APPROVED. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MSO��,, ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. FLOOR TRUSSES/ BEAMS ** LL/360 LL/480 TL/240 TL/240 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 WOIST*** *TL MAX 2" UP TO 4OFT SPAN R703.7.2 PLASTER. GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. PLASTERING WITH CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED OVER ANY TYPE OF 8, 'TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR **TL MAX 3/4" CODE -APPROVED LATH AND SHALL BE NOT LESS THAN TWO COATS WHERE DIRECTLY APPLIED OV ER MASONRY, 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. *** TL MAX 1/2" CONCRETE, CLAY BRICK, STONE, OR TILE. IF THE PLASTER SURFACE IS COMPLETELY COVERED 91 VENEER OR OTHER 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. FACING MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO C DATS, PROVIDED 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE.' GROUT SHALL BE FLUSH WITH TOP OF WALL GENERAL ROOF LOADING TOTAL THICKNESS IS AS SET IN TABLE R702.1(1). CEMENT PLASTER SHALL BE IN ACCORDANCE WITH ASTM G926 AND MATERIAL SHALL BE IN ACCORDANCE WITH ONE IN R703.7.2. A WOOD SHINGLE METAL TILE HEAVY OF THE TYPES LISTED CONSTRUCTION ROOF(PSF) ROOF(PSF) ROOF (PSF) ROOF (PSF) 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (I.EBLOCKING OR GABLE END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL WATER -RESISTIVE BA IS BARRIERS BARRIERS.SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER SLL BE TOP CHORD LL 20. 20. 20 20 25 WATER-RR703.7.3ESISTIVE WATER -RESISTIVE WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. TOP CHORD DL 7 7 15 BOTTOM CHORD LL* 0 0 0 0 AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY, USE ONLY (MOISTURE CONTENT19% OR LESS), U.N.O. ALL WATERPROOFING AND .INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY .LASHING (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED T0. DRAIN TO THE WATER -RESIST VE BARRIER IS FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES. IN THE CENTER OF THE STUD UP TO i" DIA. SHALL HAVE STUD PROTECTION BOTTOM CHORD DL SO 10 10 10 DIRECTED BETWEEN THE LAYERS. SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. TOTAL (PSF) 37. 37 45 55 BOTTOM CHORD LL (OPT) ' 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO R703.2 WATER -RESISTIVE BARRIER. ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM 226 FOR TYPE 1 ONE VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE.(SBX) DOES NOT. W/ LIMITED STORAGE 20 FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHE HING OF ALL FELT SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER 5.. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS ATTICS W/ HEAVY STORAGE * ATTICS W/ NO STORAGE 50 10 EXTERIOR WALLS. NO. 15 ASPHALT THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE JOINTS OCCUR, FELT SHALL BE LAPPED N(JT LESS THAN 6 WITHOUT WOODEN TOP PLATES. (NON-CCNCURRENT) INCHES. OTHER APPROVED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER- ESISTIVE BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE N0. 15 ASPHALT FELT OR OTHER APPROVED WATER -RESISTIVE 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENET RATIONS AND PARALLAM COLUMNS: 1.8E Flo= 2400 PSI MICROLAM (LVL) BEAMS: 2.OE Fb= 2600 PSI GLULAM BEAMS: SP/SP 241745 LAYUP 1.7E Fb=2400 PSI MIN. APPROVAL FROM FOR OR INDICATED ON PLAN BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: DESCRIBED IN SECTIONR703.1. ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR OR OSB FLOOR SHEATHING:.T&G A-C GROUP 1 ARA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. GENERAL FLOOR LOADING R703.4 FLASHING. APPROVED METAL FLASHING VINYL FLASHING, SELFADHERED MEMBRANES AND MECHANICALLATTACHED WALL SHEATHING: 7 2" RATED OSB EXPOSURE 1 VJ 16" STRUCTUR AL I OSB EXPOSURE 1 OR 153 / / A MINIMUM 1/8"SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER. R604.3.15 SHEATHING SHALL TOP CHORD LL 40 (PSF) COMMMENTS: 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 7-16 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA O 5) (+) 27.6 (+) 27.6 10 0 29.9 (-) 37.0 (+) 26.5 (+) 26.5 20 (-) 28.8 (-) 34.4� Q O.... 50 W 24.8 (+) 24.8 0 27.1 (-) 31.1 Q (+) 23.4 (+) 23.4 100 (-) 25.7 (-) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 91-0" x 7'-0" iW-O" x 71-W (-) 51.3 (+) 24.3 (+) 23.3 (-) 27.5 -). 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY. BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" =.END ZONE IS ONLY W/IN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER D AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL [INFO AS REQUIRED FOR PERMITTING. 1 .- s� COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL. PLAN 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAIN S-2 DETAILS S-3 DETAILS S-4 DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS M-1 HVAC `oe`rittlraegej. Jam; 78 a. z r 9 Of 6 iA. QR; p RECEIVED i 'hs ,ION Pyv` T 7Ir1TIfN'n m a A(If•,0 . 7nyi a Permitting Department St. Lucie County c u ell 'gym_ co a 0 J3 P N B W g iQi °no € s'gg�g Q M n a xk x �° iFir ra n V� N g 0 2; ; 2 W FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUF CTURER'S NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. TOP CHORD DL 10 (PSF) ,�'a : W A N P W. a INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING BOTTOM CHORD LL O (PSF) SEE FLOOR PLAN FOR ACTUAL PRESSURE' g � .€ m --g-1 e�. SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED PRE ENGINEERED WOOD TRUSSES BOTTOM CHORD DL 5 (PSF) qLL 4 Q �'§ a w y IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WAATER TO THE � a, 0 -LLB 3 t o BUILDING STRUCTURAL FRAMING COMPONENTS. 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION STRUCTURAL PLAN SPECIAL. FLOOR LOADING za ¢ o PRODUCTS SHALL BE SEALED AT THE JUNCTUREWITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS w W X° 600 OR ASTM C920 CLASS 25 GRADE INS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE IN FOREST PRODUCTS ASSOCIATION. m ads 0 o N - C1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED 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: MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND -- WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. BALCONIES/ DECKS 40 (PSF) g R z a Z 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. BALCONIES OVER 100 SQ:FT 100 (PSF) g 3 III TO THE SURFACE OF THE EXTERIOR WALL FINISH. 5. TRUSSELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY .LIGHT STORAGE 125 (PSF) APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. °'° • EXTERIOR WINDOW/DOOR OPENINGS. 6. TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. � w,vw.�aservc.cona ❑ � ❑ LIBRARIES • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME WALLS. 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. READING ROOMS 60 (PSF) • UNDER AND ATTHE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. STACK ROOMS 150 (PSF) • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, g • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH. TO A WALL OR FLOOR ASSEMBLY OF OOD-PRAME AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED GUARD RAIL 0 HAND RAILS (d) 200 (PSF) z N ,o AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. GUARD RAILS IN FILLCOMP. (f) 50 (PSF) z ''. 8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) CONSTRUCTION. ¢ • AT WALL AND ROOF INTERSECTION. -� _ SLEEPING ROOM 30 (PSF) rL SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. ri • AT BUILT-IN GUTTERS. STAIRS 40 (PSF) � - UPLIFT CONNECTORS FOOT NOTES V) M - 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 TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD THE TOR LIF f. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A _ w � NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. MORE INFO. 0 c FIELD REPAIR NOTES GENERAL NOT BUILDER NOTICE: m 9 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/Englneer listed In the titleblock of these _ ,� o E 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTI TED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" E documents is Clear documents Every accurate, has b n Licensed d ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. g PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. S. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals Clear information. Every attempt has been made to = eR P m 4 2. FOR MISSED. VERT. DOWELS DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32". LONG #5 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error. The Builder and all subcontractors are required to c, r v o is review all the information contained in these documents, prior to c 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 ¢ N d m �� INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR. 7TH EDITION (2020) RESIDENTIAL. the commencement Of any work. The Designer/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, omissions,or misinterpretations DURING BOND BEAM POUR. " N CONTROL OF CONSTRUCTION SITE: undeconstected and not All constructed to the a Igner /rEngineerce to prior to DAMP ) 'HOMES 3. FOR MORTAR JOINTS LESS THAN 1/4 ,PROVIDE (1) #5 VERT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT (BAR DOES NOT HAVE TO BE COT KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE TO FOOTING). CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE information found in these documents. Any questions regarding the 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4) sk"x.2'fi" TfTENS TO. information found in these plans should be directed to our Quality FLORIDA CONTRACTORS LICENSE NO. CRC1330146 S THAN 1720# . IF CORNER STRAP IS RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE Assurance Manager Immediately. No bagkcharges will be Considered MASONRY ANDACTOR NAILS TO TRUSS FOR UPLIFTS LESS THAN /4" LBS (USE (2) MTSM16 FOR UPLIFTS LESS ) TO PROTECT WITHOUT LIMITATION, THE RESIDENCE; CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER 3000 GULFBREEZE PARKWAY MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM]0 W/ (4) 1/4" x 11/2" SIDS SCREWS AND (5)1j4" x 2 1/4" TITENS ONE EACH SIDE OF TRUSS PERIL OR CONDITION, AT ANYTIME, EXPRESSLY INCLUDING, BUT NOT LIMITED TO, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER for reimbursement by the Designer/Engineer without advanced 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. notification and approval by the Designer/Engineer. 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 Payments will be made In accordance to the terms of the agreement DIVISION LOCATION: MISSED, CONTACT THE FOR FOR SUBSTITUTION. CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. PORT ST. LU CI E 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. VI Job Information: 16d x 2-1/2". NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE.. CONTACT FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. MASTER REVISIONS DATE DESCRIPTION rL,✓d°l LDAMS H(DYMES REVIEWED FOR CODE COMPLIANCE LLJ Of Northwest Florida® ST . LUCIE COUNTY m BOCC a 3 U > a� z ��m a a 0 J WZ:) M o Model Name j Number: 43000 GULFBREEZE PARKWAY GULFBREEZE, FLORMA 322563 1780 Plan Issue Date: Wednesday, July 21, 2021 FILE COPY KA PROJECT NUMBER: NEW ODr�=L 1780 21-8341 Sheet: / Of: COVER SHEET BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT MARK SPACING SPECIES CAP.(pl0 70P BOTTOM BW1 181, (2)18d TOENAILS (2116d TOENAILS SPF NO NO BW2 SP2 W/ (e)-10d SP1 W/ (6}10tl SPF 402 18" STUD, (BI lOd PLATE STUD, (4)10d PLATE BW3 16" (2) SP2 W/ (6)10d (2) SPl W/ (6) 10d. SPF 803 STUD 6 16d. PLATE STUD, d 10d PLATE BW4 16" (2) led TOENAILS 12) lad TOENAILS SYP NO UPLIFT SP2 W/ (61-1Gd SPi w/ (6)-10d 13W5 16" STUD. 8 10d PLATE STUD 4 10tl PLATE SYP 439 BW6 (2) SP2 W/ (6) 10d SP1 W/ 0)40d SYP 878 16" STUD 8 10d PLATE SND, 4 SOa PLATE BW7 12" (2) led TOENAILS (2) laid TOENAILS F SP. NO UPLIFT SP2 W/ (6),10d SP1 W/ (6),10d 13W8 12" STUD, 46) 10d. PLATE STUD, (4) 10a PLATE SPF 535 BW9 12" S vo (6)1oa P PLATE STUD, (4610d PLATE SPF 1070 BW10 12. (2) 16d TOENAILS (2) lad TOENAILS SYP 0 SP2 W/ (B}10d SP1 W/ (6}100 $W11 12" STUD, (6)10d PLATE STUD, IA)10d PLATE SYP 585 (21 SP2 W/ l6) 10d SP1 W/ IB)-10a BW12 12" STUD, (6)10d PLATE SND, (4) SOd PLATE SYP 1170 5W18 NOT USED DOUBLE 2x TOP PLATE TOP OF WALL ,-L �4� SEE PLAN MASONRY WALL OR ICF WALL. SEE PLAN 2x STUDS PER DOUBLE 2x HEADER PLAN/ SCHEDULE SEE FLOOR FLAN FOR ABOVE MIN SIZE. SEE W W9/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH -SEE MSO3/S1 FOR NO UPLIFT CONNECTORS BRIG WALL TO INDICATED IN WFO9 CAN MASONRY WALL BE IGNORED. CONNECTION INFO o 2x MID -SPAN BLOCKING CONNECTORS W/ (2)12d TOENAILS O TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN 8'0" SCHEDULE ABOVE F.F. SEE FOUNDATION . _ PLAN FOR MORE 2x P.T. W/ 1/2' A.B ® 32" O.C. W/ 7- INFO EMBEDMENTOR 1/2^ A.T.R. W/ SIMPSON SET W/ .. SW= SHEARWALL MIN. 7" EMBEDMENT PAST STEP DOWN, REQUIRES MIN ALT.; SIMPSON 1/2" TITEN HD ® 32" O.C. - 7/18" 9SB.PLVW'0 Woo IN FIEND AND EDGE. s EGAE ERRAALLNOTE##8 BRG, WALL DETAIL NT WFIELD NDECQE. GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER 70 BE SYP #1 OR SPF 92 UNO ON PLAN. 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. SP4, SP6 AND BPS CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SP1 AND SP2 INDICATED IN SCHEDULE ABOVE 5. IF "BW' IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE CONNECTIONS FOR 2nd FLOOR TO WF06/S3,1 OR INDICATED PROPER CON FIRST FLOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY( (NOTE: THIS 6, IF 'SW" IS INDICATED THE WALLIS CONSIDERED A AND REQUIRES MIN. AND EDGE TO 1 SIDE OF WALL INFIELD ANDED PLYWOOD NAILS AT 4' O.C. IN FIELD ( ) 7/1.6" OSSEXTERIOR S 1 PER NAILING SCHEDULE 7. ALL WALLS SECTIONNG S AS SHERIOR S R STUD SPACING AND GRADE FOR SPACING SHEARWALLS. SEE PAN AND WALLS SECTION FO ACT SEE LANANEXTERIOR WALLS 8. IFTHE STARING WALL ISRINDICATED WITH THE BW4, 6W7, THESE WALLSAREE ONLY E HAVE U STUDS 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 DOSED NAILS (GUN NAILS) AND WILL IN NOT REQUIRE THE ANCH00. BOLT ATTACHMENT INDICATED THE SEARING WALL SCHEDULE. 9. SP3/SP2-DRIVE ONE NAILAT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD. JOtl= 0.148" DIA. x 3" LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPLIFr(Lb) C1 (3) 2 x 4 #2 SPF 44) - led TOENAILS Ak DTT2Z W/ 1/2" WEDGE E72 (3) 2 x 4 #2 SPF ANCHOR* & IS)1/4" X 11/2' 2145 SDS SCREWS C3 (3) 2 x 4 SYP #1-0R (4) -16d TOENAILS 0 DTT2Z W/ 1./2, WEDGE (4) 2 x 4 SPF #2 ANCHOR* & (8)1/4" X 11/2" 2145 SDS SCREWS C5 4 x 4 P.T.#2 ABU44 W/ 5/8" ATR** U = 6665 2200 SYP POST &(12)-led NAILS 6 x 6 P.T. #2 ABU66 W/ 5/8" ATR** G -12000 C6 SYP POST & (12) - led NAILS U - 2300 8 x 8 P.T. #2 ABU89 W/ (2) - 5/8" ATR** G = 24335 C7 SYP POST & (18) -.led NAILS U = 2320 3.5 x 3.5 P.L. 1.8E Fb=2400 PSI HDUB SDS2.5 W/ (14) 1/4" x 21/2' SDS WS & 5/8" EPDXY 5645 (WOLMANIZED IF EXT.) ANCHOR, OR ATR** 3.5 x 5.25 P.L HDU58DS2,5 W/ (14l 1/41' x C9 1.SE Fb=2400 PSI 21/2' SDS WS & 5/8" EXOPY 5645 OLMANIZED IF FXT _1 ANCHOR, OR ATR** 3.5 x 7 P.L. HDUSSDS2.5 W/ (20) 1/4' x Clo. 1.8E Fb-2400 PSI 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 HDUSSDS2.5 W/ (20)1/4" x 21/2' SDS VA & 7/8'. EPDXY 7070 (WOLMANIZED IF E)C.) ANCHOR, OR ATR*** 7 X 7 P.L HDU&SD52.5 W/.(20)1/4" x ci2 1.8E Fb-24DO PSI 21/2" SDS WS &7/8" EPDXY 7870 WOLMANIZED IF EXT. ANCHOR, OR ATR**- 1 GENERAL COLUMN NOTES 1. SEE FLOOR PLAN FOR WALL WIDTH, STUD PACKS TO MATCH WALL WIDTH UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF#2 UNO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL WF37/S3 4. MINIMUM BOLT EMBEDMENT; 5" EMBEDMENT FOR 1/2" AIR 6" EMBEDMENT FOR 5/8" ATR 8- EMBEDMENT FOR 7/8" ATR 5. IF LC) COLUMN IS INDICATED ON SECOND POOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 6. SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALLAM COLUMNS MAE) 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 Ve. GUN APPUCATION NAIL DIA.-LENGTH NAIL SPACING ad OA3V X 2 W 0.131" X 2 M.' SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS JOd OR 12d 0.148" X 3" 0,131" X 3' SEE PLAN BLOCKING & TOE 0-148"X 3 y" 0.131" X 3 U' NAILS .& TOP PLATE 12d 0148 X 3'4' 0131' X 3IA S O C.(COMMON) STUD WALL. 8 O.C. GUN NAIL CORNERS SOd 0148 X 3" 0.131" X 3 8 O.C.(COMMON) STUD PACK 6 O.C.GUNNAIL COLUMNS Sea 0.162" X 3 sit 0,131' X 3?A" (2) 160(COMMON) SEE PLAN (3)180 (GUN NAILS) HEADER SCHEDULE MARK HEADER SIZE .REMARKS H7 (2) " 2X6 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE TE THIS SHEET H2 (2).2X8 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H3 (2)`.2X10 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H4 (2) - 2X12 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 11T FLITCH PLATE TE THIS SHEET H6 (3) - 1 3/4"X 11 1A ATTACH TOGETHER W/ (2) ROWS 114" X 3IPT LVL 2.0E FII4600 SI SDS WD SCREWS 4P 16" O.C. TYP. EACH SIDE H6 (2) - 13/4" X 9 1/4 ATTACH TOGETHER W/ 13) ROWS 1W X 3 In' LVL 2.0E Fb=2600 5SI SDS WD SCREWS a 16" O.C, TYP. EACH SIDE .HEADER SUPPORT NO, OF JACKS & STUDS RED. AT OPENINGS OPENING 2 WALL 2x6 OR 2X8 WALL JACKS KINGS JACKS KINGS SIZE EA. EN EA. END EA. END EA, END 1'-0'.-3'-11" (1) (2) (1) (2) 4'.0" - WHO' (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 tat FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITH IN BEARING WALL SCHEDULE FOR REQUIRED PLAN CORRECTIONS UNO ON PLANKI� 3. IF HEADER IS ON THE 2nd 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 MULTPLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12" o.c. ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER. 6. FASTEN ALL HEADERS TO KING STUDS WITH (3)12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS (2)- 2 x 8 #2 SYP W/ 7AW CONNECTION: PROVIDE (2) OSS FLRCH PLATE, NAIL SIMPSON LSTA18 OR (2) BEAM TOGETHER USING 12) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS 0 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL U.NA. ON ROOF PLAN. (2) - 2 x 10 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) M OSB FLITCH PLATE. NAIL BEAM TOGETHER USING (" SIMPSON LSTA24 OR (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 7.2" OR (2) SIMPSON HETA16 TO CMU ON PLAN. O.C. TYP EACH SIDE COL. U.N.O. ROOF (2) - 2X 12 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) M3 OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12tl NAILS � 12' SIMPSON ET OR 2 M N H Al6 TO CMU () SI O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. 4" 1 /4' LVL -1 3/ x 11.0E CONNECTION: PROVIDE (2) 2 Fb=2800 PSI, NAIL BEAM SIMPSON LSTA24 OR (2) M4 TOGETHER USING (2) ROWS 1/4" x 31/2" 3D5 WObD SIMPSON HTS20 TO WOOD POST OR (2) SIMPSON HETAS6 TO CMU SCREWS a 16" O.C. TYP. COL U.N.O. ON ROOF PLAN. EACH SIDE. (2)- 1 3/4" x 117/8' LVL 2.0E Rc-2600 PSI, NAIL BEAM CONNECTION: PROVIDE (2) TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) SIMPSON HTS20 TO WOOD POST 1/4' x 3 1/2' SDS WOOD SCREWS 0 1e" O.C. TYP. OR (2) SIMPSON HErA18 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) -13/4" X 16" LVL 2.0E Fb=QS00 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 3 1/2' SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS 016" O.C. TYP. OR (2) SIMPSON HETA18 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. GENERAL BEAM NOTES 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN. 4" BEARING EACH END) 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS S. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRrrrEN APPROVAL FROM THE E.O.R. 0 V) WS01 S2 Ln N VERIFY LOCATION W/ BUILDER HOSE, BIBB 2' 4" 10'-8" 18'•0" 7'.8" 4" © O rO m om ZZ m 25SH 25SH FE 17'-1 EGRESS 4•.4^ 3X4 p F.G.RDEN 5'-4" 3'-10" TUBOSHWR TE ' OWNER S BEDROOM VAULTED CEILING Co OWNER'S L ; t TO 10' FLAT N BATH 8'-0" CEILING ' G.T. - - - - - - - 8'-0" CEILING - - - - - - - - - - - ' - - - - - - - - - - - ` - - - 4 "R R/SH } _ - - _ _ - _ _. _ _ _ o 0 0 0 W.I•C- i 1 14'-0" 1 5'-5" 8'-0" CEILING 7' 1" 3,.8„ ; 5'-4" 'H 2868 5 SH's 2668 I q00 o I 1 BEDROOM 2 VAULTED CEILING. I O N 1 i FAMILY. TO 10' FLAT 1 o VAULTED CEILING m I T01 0' FLAT W W 00 5vw, 9' 4" 3-6- 3'-0" illit 10'-0" CLG a� _ I - m :o 2668 :...., O 2 - N IY .-___________ N t,; w BATH 8-0 CEILING 00 A/C m u¢ R/SH 3 0 I N olm Lai' Zco �I� N R SH m ------- ao " R A PROVIDE PLATFORM 2668 2X8 W o o FOR AIR HANDLER.- I " VERIFY SIZE W/ MANUF. 9'`t" 3'-6" 2'-10" 36" FLAT BAR I io R 2U N n TOP ON 34J/z" WALL w I I 1 -L - DRYER VLNT THRU ROOF MAX LGT 35'-0" BEDROOM 3 VAULTED CEILING TO 10' FLAT I 3 D o �r cc �i CEILING CEILING N �--a---�- - - - F - - - - DCN ;- DEL, SINKIN OANSOto 9 36 AFFOX -yy a ,- . 10'-0" CEILING P IT E I 1 W ' 1 I d' VAULTED CEILING TO 10' FLAT o) m ,- 2868 NOTE: BUILDER TO PROVIDE 2668 I , DH. APPLIANCE PROTECTION IF `v REFRIG. REQUIRED BY MUNICIPALITY. SEE ENERGY FORM SEE SHEET 4 FOR DETAILS FOR WALL INSULATION iN 5 SH 4668 REQUIREMENTS _ - - - - -- 4, 6"------------ PULL DAN. STAIRS ' LOCATE IN FIELD .--- ------- BW2 tO DINING o VAULTED CEILING QARAGE " 3 to 10' RAT R FOYER . toN 8'-0" CEILING M503 v 3 S-1 /306�8 ----- -----------------------------------------, y - - - - - ©- EGRESS A- ' ENTRY sy 3h 35 SH M2 S2O BMS 12" SQ. COLUMN <�BM3 ' t 16'x7'' GARAGE DOOR CD21 CD21 S-2 s2 2'-0" 2'-0" 4'-8" 13•-4" 20'.0^ 20'-0", 40'-0' FLOOR PLAN SCALE: 1/4" =1'-O" ELEVATION "A1l ) ) J ra (A)N 01 160 MPH OPENING PRESSURES ENCLOSED - EXPOSURE B +27.6 / -29.9© +27.6 / -37.0 © +26.5 /-28.8 +26,5/-34.4 O+24.8 / -27.1 O +24.8 / -31.1 O+24.3 / -27.5 +23.3 / -26.0 NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE "ALLOWABLE" PRESSURES WALL LEGEND FRAMED WALL L ac„ .. r , a , BEARING FRAME WALL ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. MASONRY WALL GENERAL NOTES R302.5.1 Door from garage Into house must be a minimum 13/8" solid wood door, solid or honeycombcore steel door, or 20 Minute fire rated door. Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic space and soffits is not acceptable. Ventilation shall be permitted to exit through the sofflt If solid soffit Is Installed 5'-0" on each side of the venting, R302.6 The garage shall be separated from the residence and it's attic as required by Table R302.6. From the residence and attics by not less than 1/2-inch (12.7mm) gypsum board applied to the garage side. Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch (15.9mm) type X gypsum board or equivalent. Where the separation is a floor -ceiling assembly, the Structure Supporting the separation shall also protected by not less than 1/2 Inch(12.7mm) gypsum board. or equivalent. R312.2.1 Window sills In dwelling units, where the top of the sill of an operable window opening Is located less an inches above the finishedfloor and greater than 72 Inches above the finished grade or other surface below on the exterior of the building, the operable window shall comply withone of the following (3 listed methods].. R308.4.2 All windows within 2'-0" of doors and In Shower or tub areas will be safety tempered glass. Ceiling for exterior r entries and covered Porches to have 7/16". span rated OSB nailed per zone on roofdiagram nailing schedule or 5/8" COX. 1X T&G acceptable for substitution. EC: R402.2,4 Access doors from conditioned spaces to unconditioned spaces (e.g., attics and crawl spaces) shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces, M1502.4,8 Duct length The maximum allowable exhaust duct length shall be determined by one of the methods specified in sections M1502.4:Fi.1 through M1502.4.5.3 Ceilings f0f exterior entries and covered porches to be 7/16" OSR on underside of roof trusses shall be attached to all framing members with 2x blocking provided at perimeter. The OSB shall be attached w/ 8d nails at 6" O.C. field and 4" O.C. at edges or 70 screw shank 3" D.C. field and 4" edges. Vinyl ceiling to be attaches to OSB per manufacturer specifications REVIEWED FOR )DE COMPLIANCE " LUCIE COUNTY ROCC FILE COPY AREA CALCULATIONS 1st FLOOR 1780 S.F. TOTAL LIVING (AC) 1780 S.F. GARAGE 391 S.F. COVERED RINTRY (BASE) 98 S.F. COVERED PATIO/LANAI 117 S.F. TOTAL AREA UNDER ROOF 2386 S.F. 1111rTS0 exATlAA 11Tb 9 � �i7 g788 °• it No k: OF r 0 ' • S7 '�� ` LOR� N '00 r (p 88m G ,gg e Pa F < Ilj W W FZ _ XW a:30 a m Y O g u2� FOR In g Z�aa IL 8 K J Q B b r3 zypyg o u p U W V J m WWN'.FDSMGZOM ❑ ❑ ❑ Z Zcli g g z o J a Z I` m (/1 c 0 w In C d co I i U -NE mo 1- 00 $ law_ ro U `R o Aoi ,5 JOAX RAMS H M S FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY OULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE F Information: `Job Z O) e W L a Z a 3 H V m eH a- Q m - L/�I 00�L� /�//�� F Model Name / Number: 1780 F Plan Issue Date: Wednesday, July 21, 2021 FT KA PROJECT NUMBER: 21-8341 Sheet: 2 Of: FLOOR PLAN (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET IF CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET IF STEM WALL OPTION IS TO BE USED. STEM WALL OPTION IS TO BE USED. B. REINF. PTIONAL CURB FOR VARIES GRADE SEE PLAN SOORY®ELEV.O'• -- 0" "'"�-"—F.F__ _— �'r , / (1) - 45 BAR CONT. •° r:� - b f 2 STORY: 20" X 20" REINF. a W 3 -#5 CONT. 16" l2J #5 SEE PLAN REBAR 16" (2)# 5 REBAR BEARING FM01 SINGLE STORY FTG 1 1/2"=r-0" IFMO2 I SECTION @ GARAGE 1/2"=1'0" REINF. SEE PLAN ____U. C0� !1� (1) #5 REBAR CONT. FM03 I THICKENED EDGE 1 1/2"=10" (") SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION PROVIDE 13" WIDE LGAR. ONT WALL RECESS AT GARAGE GARAGE DOOR. EXTEND 6" BEYOND F.O.M. EACH END, TYP. I N. FLR_ ALIGN DRIVE W/ BOTTOM OF . - RECESS & PITCH DRIVE 5., 2 STORY: 20" X 20" 4" CONC. DRIVE W/ 1/2" EXP W 3 - 05 CONT. JOINTS 10" O.C. TYP. 16" (2) #5 REBAR. FM09 I SECTION @ GAR. DOOR 2x BRG. WALL 2 STORY: 211 X 20" (SEE FLOOR PLAN W/ 13) - #5 CONIT, FOR MORE INFORMATION) SEE PLAN ` T =1'0" =1, 0, 4" 16" 4" 2-#5 REBAR FM11 STEP DOWN BRIG.1/z°=1'•a' FM12 STEP DOWN NON BRIG. SEE PLAN OPTIONAL CURB SLOPED GROUT a SEE PLAN OR MASONRY AT TO DRAIN 4"x 4"x 16" 0 � TYP. SEC. ELEV. 0'-0" WITH CURB �yS (1) 45 BAR CONT. � H L (G.C. VERIFY) 00 g -I I z a F F. REINF. io (SEE PLAN) 2 #5 CONT. INSTALL LINING 2 #5 BENT BARS W/ MATERIALS PER N N MIN. 25" LAP SPLICE FBGR P2709.2R ° " MUDDED FLR. Ilk 16" Ilk • �•, T.-� SLOPED TO DRAIN #5 CONT. MIN. FM14 SECTION @ RECESS SHOWER 1/z" = r-0" FM18 TYP. STEP FTG. DETAIL 1/2" ALTERNATE: REINF. THE REINF. BARS SHALL BE GRADE SEE PLAN CONTINUOUS AROUND CORNER #5 CONT REINF. BY COLD BENDING THE BAR WITH SEE FND. FOR MIN. BAR LAP OF 25" QUANTITY / #5 X 25" X 25" CORNER BAR ONE a E FOR EA. HORIZ. iv REBAR, TYP. U,N.O. (2) #5 REBAR 16" A/C CHASE - 4" PVC SLEEVE 2 STORY: 20" X 10" THRU FOOTING W/(3) - #5 CONT. FM19 TYP. CORNER BAR DETAIL 1-1/2"=r-o" IFM23 TYP. FND PENETRATION 1/2"=1'-0" STEMWALL SCHEDULE: FOOTING DIMENSION MAXIMUM STEMWALL NUMBER/SIZE OF BARS LAT. F.C. SPACING (O.C.) HEIGHT (h) d 1 STORY d 2 STORY b 1 STORY - b 2 STORY IN STEM WALL 0'-0"-2'-0" 8" 10" 16" 20" W/ (2) #5 BARS <674# 6'-8" >2'-0"3'4" 10" 1-0.. 20" 24" W/ (3) #5 BARS 674# 5'-4" >3'-4" - 4'-0" 12" 12" 32" 32" W/ (4) #5 BARS 845# 4'-0" W/ (5) #5 BARS CONT. >4'-O" - 5'4" 16" 16" 48" 48" & #5 @ 18" 0' C. TRANSV. I 1162# SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL NOTES: L. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL �i INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE SEE CHART ABV.-MAX. F.C. n ;I . W.W.M. IS REQUIRED. TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND SPACING (04.) ,p "� ; a WALL WHEN STEM WALL EXCEEDS 4'-0" FlBERMESH CAN NOT BE USED AND W.W.M. TO BE TIED TO #5 ERT. F.C. ASV. FDN. #4 TURN BARS ARE REQUIRED 0 EACH FILLED CELL LOCATION. EACH BAR TO CONT. REBAR PER PLAN SPACING TIE INTO VERTICAL BAR AND EXTEND OUT AMIN. 4'-0" INTO SLAB/ STEM (1) #5 HORIZ. CONT. TIED TO EA. VERTICAL RFINE.BAR EE NOTE IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO #4 TURN BAR ® STEM #g CONSTRUCTION FOR MORE INFORMATION WALLS GREATER THAN G.C. TO PROVIDE ADEQUATE. BRACING OF STEM WALL WHEN UNEVEN BACK ' ` ` ° FILLING IS TAKING PLACE (1) #5 HORIz. CONT. TIED 1b " ° a ° $ 5 #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK 0 16" EA. VERTICAL REINF. B t " " y .C. . O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4%0" RN TRADE a° MIN. h* TALL (TYPICAL ALL CORNERS) . STTRIPPFIG " °: ° `' ° ; " ,T. .IFSTEMWALL IS WITH IN 5'-0" OF POOL OR WATER FEATURE FOUNDATIONS " s'° ° ° a " . ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. COMPACTED CLEAN FILL m IN MAX 12' LIFTS ° :R403.1.4 MINIMUM DEPTH. EXTERIOR F007INGS SHALL BE PLACED N07LESS STRIP FIG. W/ QTY OF "MIN, COVER *sliE NOTE 5 THAN 12 INCHES (305 MM) BELOW THE FINISHED GRADE OF GROUND SURFACE. d REINF. PER SCHEDULE b WHERE APPLICABLE, THE DEPTH OF FOOTINGS SHALL ALSO CONFORM TO (3 SHOWN) SECTIONS R403.1.4.1 THROUGH R403.1.4.2. .EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL FW MAS STEM WALL SCHEDULE Nrs GENERAL FOUNDATION NOTES (U.N.O.) 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2 4" 2500 PSI CONC. SLAB W/ 6X6 10/10 W W M, OR FlBERMESH /FIBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND NER-284 FOR FlBERMESH OR NER-414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER. GC SHALL PROVIDE APPROVED. SOIL OR BORATE TERMIT TREATMENT. 3 • INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR. TO BEAM W/ (1) #5 REBAR TYPICAL ABOVE SLAB. HOOKED FTG. DOWELS 17" EMBEDMENT W/ 30" EXF. ABOVE SLAB. 4 CONSULT W/ MANUF, SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE U.N.O.ON PLAN.. 6 CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONCRETE OR IN EXTERIOR CONDITIONS). CONTROL JOINTS TO BE 1/8" SAW CUT A DEPTH OF 1/4 OF THE THICKNESS OF THE SLAB AND SPACED MAX 10' APART. FILL CUT W/ APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. 7 NO WOOD STAKES PERMITTED IN FOUNDATION- S PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. 9 ALL FOOTINGS SHALL BE MIN 12" BELOW FINISHED GRADE SECTIONS R403.1.4.1 THROUGH R403.1.4.2. 10 MASON TO COORIDATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB 11 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY 12 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 96% OF MAX. DRY DENSITY AS DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR) THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM. SOIL BEARING CAPACITY OF 2D00 PSF. FOOTING SCHEDULE MARK _-. SIZE DEPTH. REINFORCING GRAVITY CAP. ITY fl,p V-OI X CONT. 1' D, 2 #5 E.W. BOT. 2000 F2.0 2' 0' X 2' 0" 1'-0' 3 #5 E.W. SOT. 7200 F2.5 2'.6" X 2'6" 1,0" 3 #5 E.W. SOT. 11000 F3.0 31A" X 3'-0" 1'-0". 4 #5 E.W. SOT. 15600 F3.5 316" X 316' 1'-0" 4 #5 E.W. BUT. 21500 F4.0 4'-0" X 4'-0' 1'-0". a #5 E.W. BOT. Zgp00 F4.5 4'.6" X 4'6' 1'A" 5 #5 E.W. BOT, 34500 F5.0 5'-0" X 5'-0" 1'-0" 6 #5 E.W. 90T, 4250D F6.0 8'-0" X 6--0" V-V 7 #5 E.W. BOT. 61500 LEGEND 0 - INDICATES SINGLE -STORY FOOTING ® - INDICATES TWO-STORY FOOTING - INDICATES PAD FOOTING 9" TO SANITARY PLUMBING RISER SEWER r In 03 t F2.5 ■ ■ ■ ■ ■ ■ ■ ■ 7b —g—err==__r_iT r.--'I II 3X4 1 II I TUB VERIFY ISHWR II F.G. II J I II DRAIN W/ MANUR II II`` �II ' Q Q LI I� W/p _ 2'-�h„ 4,-3" 2'-3" 3.1 SLOPE „ 1 N � ® LAV IAV ® I ?9 a , IL JI IL_� �I o m o o I L J L J, - --- -- - 1 ------------------ OP i (DZD I I 3.1 " , STEP DO N 4" i e SRO i Z1910. 7-2+h" 2'-111h" 3'-2" W-10" Af 07 JI I 11 IHVAC)I i a li TUB) ■ i N I. ♦`W/C LAV ' o M H — T `2X8 WALL y" L --J - L a o f ' io ---- ----- - - ■ , �G' ® o - PROVIDE CHASE FOR HVAC UNIT so m 12,$. ✓ Y J, .v IJI L _ _ _ _ _ — _ DBL. SI _CIP J ' '3' 16 3.1 I I (WASHII PROVIDE ELECTRICAL L: Lt & PLUMBING SERVICE ' L , - = S - THRU SLAB @ ISLAND O1 ; LOCATION - - - - STEP DOWN - - I (REFER TO FLOOR) ■ r \TA ( W.H. REFRIG. � I I 10,_2„ ; 1 SIG- C.J. I I c I � 1 1 01 3.1 I STEP DOWN 4" [2 20'-0" 41�4" FMO1 I iq 3.1 6. 2y,. 7'-0"-0" iQo HOSE I I BIBB 1 t (2) #5 BARB (2) #5 BARS I FM03 12" SQ. CMU COL. .W/ 4 I W/IN EA. F.C. W/IN EA. F.C. I 3.1 SO#5- <+ L - - _ -GROUTED - - - 90LiD- - - - - - - - - -- - ■ -m-"mllliiiiiiiiiiiiillillillilI■ ■ PKIN Lv +r CODE COMPLIANCE ST. LUCIE COUNTY BOCC F2.5 F2.5 FILE COPY FOUNDAT[QN PILAN SCALE: 1/4" =1'-0" ELEVATION "A" '.., ,1TUTnuer p P i ` J C 64 N0 ., �i * • * �� ON. C Ft OI O '.SS)ONP+ '"<nnneep % m N ME- w V O T? Q2 W c m ono E" " 4 2 g ik ik iF C�iii W -81M_ O M p d' O. s- E' L 2� $ 8 0 y Q U W Z g '1em Z N ,0 Z y a ID Z N m LL 170 O w Q w i uwi.f6 V N E =t0m$ ; Q oll �om 4 A DAM MOMR SRC I� 1 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ® Job Information: G� U0 LLJ o +; OT i. q) 7 V T O- w a > a z � oom � a OJLu::) M o J m 0 Va) In u Model Name / Number: 1780 Plan Issue Date: Wednesday, July 21, 2021 KA PROJECT NUMBER: 21-8341 Sheet: 3 Of: FOUNDATIIDN PLAN LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. WING = 1780 x 3 _ 5340APPLIANCE Clitlam RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRLPOOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS O 4500 BATH FANS 100 WATTS EA H 1 200 GEN LIGHT'G & RECEPT. + APP. CIR. = 33,887 SUBTRACT 100 % OF FIRST 10,000 -10,000 A= 23,887 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 + 40% OF "A" = (.40 x 23,887) = 9,554 + 100% OF "B" = (20,D00) = 20,000 TOTAL WATTAGE = 36,554 WATTS DIVIDED BY 240 = AMP CALCULATED SERVICE AMPS _ 162 ASSUMED EDGE OF WALL o zxs WALL (FLOOR TO CEILING) 2•-B" USE 2 RED HEADS�I TO. ANCHOR WALL FM24.1 ALTERNATIVE PROTECTION BARRIER N.T.S. WPC GFl w �C w J w HOSE BIBB \ x x \ \ \ \ \ \ \ \ \ \ \ INSTALL FAN P'g BOX PREW\RE'. I I `\ I \. I I " I I I I I INSTALL FAN BOX PREWIRE / I � , I I CM I I I ---------------------- 4 0 o O i i , , , , WP y GFI _ pINSTALL FAN BOX PREWIRE -2--- ---- Fl i T x I I CHIMES / I 1 INSTALL FAN' I BOX PREWIRE 1 CO 220 I Y 4�i GFI I GFI u I '" GFl AT W.H. 220 42" AFF J U U J LD I I/ J ATTIC ELECTRIC z :IF REQ'D BY CODE ,4 a---- -- ------- GFI GFI AT 42" AFF FOR GARAGE DOOR OPENER ------------------------------------------------ Y A, , , i i , , , Tr I I cy II , 'd C.a''aT� FAN PREWIR1v 1 / I// I I I I I I I GFI FOR D/W LOCATEDIN - L- - GFI ---r - -- -- - F-- --- FI z FOR `HOOD ( GFI —————— I � �1 I` II I i , , , , , , „ , DOOR BELL ir WP' GFl _____________--------------------------------------- Y'- - ___ ___ - Y COACH LIGHT _ — " _ COACH LIGHT ELECTRICAL L'CAL NOTES: UNLESS OTHERWISE NOTED, 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36"AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALLTRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY, ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCIs (ARC FAULT CIRCUIT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUITS IN ALL DWELLING UNITS PER NFPA 70 (CURRENT EDITION). 7. PROVIDE TAMPER RESISTANT RECEPTACLES AS REQUIRED BY THE NFPA 70 (CURRENT EDITION). 8. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED IN ALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70. SUCH DEVICES 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. 9. R315.1.2 COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED AND LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. 10. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 11. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 12. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 13. CHAPTER 45 PRIVATE SWIMMING POOLS - OUTDOOR SWIMMING POOLS SHALL BE PROVIDED WITH A BARRIER COMPLYING WITH R4501.17.1.1 THROUGH R4501.17.1.14. 14. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' OF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLETS 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 THAN 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. ELECTRICAL LEGEND SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH FLOOD LIGHT 4 FOUR-WAY SWITCH $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE o CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET y GROUND FAULT INTERRUPT W Li 2 DOOR BELL CHIMES �) WP WATER PROOF W/ GROUND FAULT 0 UW 220 VOLT OUTLET O— DOOR BELL I* SPECIAL SERVICES OUTLET DISPDISPOSAL o TV❑ T.V. CABLE OUTLET L-= DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER RECESSED LIGHTING J JUNCTION BOX WATER PROOF RECESSED LIGHTING O THERMOSTAT BATH FAN Q LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT' I C INTERCOM SYSTEM ® L,E.D, DISC LIGHT GARAGE DOOR PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED SAME AS UNDERGROUND WITH ELECTRICAL CONTRACTOR L 200 AMP SERVICE 200 =2I0 COPPER OR 4/0ALUMN. IN 2" CONDUIT METER. MAIN ISCONNECT 2DOAMPT A/C DISCONNECT UNDERGROUND SERVICE BY POWER COMPANY PER TO LIGHTS AND OUTLETS TYP ELECTRICALPER TO APPLIANCES AND GFI PANELERTO WATERHEATER O/R TO RANGE INITERSYSTEM J AC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD W/ MIN. 8' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. L;LECTRICAL PLAN JDE COMPLIANCE 5' ALE:1/4" =1'-O" ST. LUCIE COUNTY ELEVATION -EVATION „A,° _ FILE CUP �mdg co v gco00 Pg Fq �. � ro r• EMI I ll -=�z3� pinmo5 a a �¢ ;ggslI a'�"S�` a W y ¢i5 g ZVWg 5 � z� gs 9 Z� d m a y a '8@ ZN o `� ° wfrw.FbsENs.coN LL ❑ 0 ❑ z ,n z" a 'S J N i a Lo Z N TmN 2 m W O o Y _ i + w m c �Vl f0 U ccq E �/ xl n N o^N C4 Qm � ® DA 5 HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ® Job Information: L.L. O zCDLb O ` W M vti In Y @ N N M U Z a 1—�c.�m' � a QJLLIZ m o J m C/) (n L u-- VI Model Name / Number: 1780 ♦ Plan Issue Date: Wednesday, July 21, 2021 ♦ KA PROJECT NUMBER: 21-8341 Sheet: 1 Of: ELECTRICAL PLAN VENTILATION CALCULATION Formula = SF / 300 / 2 * 144 = net sq inches of venting,needed equally for intake and exhaust Soffit plcdyttlrovW6 I . 4.12 net sq in / sf Ridge vent provides" 18.00 net sq in If Off ridge vent provides 138.00 net sq in / sf Overhang distance 1.33 ft S.F.of Area to be vented (SF) 4 .2386 s.f. Total needed forexhaust for upper 1/3 573 netsginches Total needed for intake (soffit area, lower) S73 net so inches Number of Off Ridge Vents for upper 1/3 needed 4 7. of Ridge Vent needed (can be used in combo withORV) 32 6� Lineal Feet of Soffit needed to meet required 104 Lineal S.F. provided by plan 2DO I T.O.M. I T.O.M. ---- -- HDr HGT. ;roc `LCbR/3 ! �E q LITE TEXTURED DECORATIVE Q�g6A "• * i CA O io CEMENTITIOUS COATING 1 w aP w `�: No u�J® N ZO Og LZa N a. A w T '+ F . FLR s,C..� ,, FIN.I-lR. _ _. - i to 35/2 SH 25 SH 25 SH 25 SH RIGHT "All A ELEVATION SCALE: 1/4"=1'_O" m„dp to v o ti IC103 W it0nmI, 48" OFF RIDGE VENT 48" OFF RIDGE VENT 48' OFF RIDGE VENT ��Sge s N Erl 6geWy�gs o aa f_�-d M—h ,2 -0 , Z YEa3s��Ls�s 3 0ldvi$rt g IL N 2 s J12i 08o W ❑ ❑ ❑ r e WNIN.FDSENG.CON c9 � Z T.O.M. --- --- - T.O.M... Z Q — _ tYi o w <� HD. HGL y i to Z r 1f'• Ji v1 (� m LITE TEXTURED DECORATIVE 4 Q 00 CEMENTITIOUS COATING a0 tl o Ln co �m J FIN_FlR. —--------- —--FIN_FLR. ENE I - ----------------- - 25 SH 25 SH _ r- m k LEFT ELEVATION "A11 �a 4m SCALE: 1/4" =11-0" DAMS 140 RS II FLORIDA CONTRACTORS LICENSE NO. CRC1330146 REVIEWED FOR 3000 GULFBREEZE PARKWAY CODE COMPLIANCE GULFBREEZE, FLORIDA 32563 —__ ST. LUCIE COUNTY DIVISION LOCATION: 48"OFF RIDGEVENT 12 _�_ BOCC 12 fs� — ♦ JGb PORTftion: LUCI E T.O.M. — - — - - T.O.M T.O.M. - - — - — _ — — — - _ - T.O.M *�'. - - - - - - FILE COPY W N HD_HGT 00n0�0 ®® z p _ w a El El ❑ a 4 J M to fn 4 co 00 6' TRIM ❑ ❑ ■ ❑ ❑ ❑ ❑ 0 c0 ❑❑.�❑❑❑❑ ♦ Model Name/ 1 Number: LITE TEXTURED DECORATIVE a � � ED � g . 1780 CEMENTITIOUS COATING ❑ ❑ 35/2 SH 35 SH 35/2 SH FIN. FLR. _ _ _ FIN. FLR. _ FIN. FLR._ — — _ II II 0 El 0 E10 ❑ ❑ — _ _ FIN. ¢ I ♦ Plan Issue Date: _ ' — Wednesday, July 21, 2021 2868 FRENCH 0R. 25 SH 25 SH 16'x7' GARAGE DOOR 3068 DOOR 12" SO LITE TEXTURED DECORATIVE ♦ KA PROJECT NUMBER: COLUMN CEMENTITIOUS COATING 21-834.1 11 1) 11 11 Sheet: , Of' REAR ELEVATION A FRONT ELEVATION A _ SCALE: 1/4" =1'-0° SCALE: 1/4" =1'-0" ELEVATIONS - A SEE DEl FOR WIND < 155/C MI G.C. TO PR( BLOCKING" W/ APA RE( FOR SPAN F SHEATHING SEE "HIP/R BLOCKING" 20'-0" MAX . TB03 20'-0" MAX FOR WIND SPEEDS 4: 155/C MPH ** ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING THICKNESS IS 15/32".) IF 15/32" IS USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP SECTIONS 1PEEDS )H )VIDE '0 COMPLY AMENDATIONS ATING OF DG DETAIL p W - - - - EQ Q q a Q W Q O Q Is - "X" DETAIL BRACE TB01 SEE CONTINUOUS BRACING N 2 X BOTTOM 4 MIN. SEE CHORD DETAIL TBO4- - - - - - - - - - - - - q - - - Ma 117 1 BOTTOM CHORD GABLE END BRACING ®� LOP CHORD 2X4 #2 SYP W-O" O.C. MAX. FOR FIRST (4) BAYS BLOCKING 0 16" O.C. MAX NOTE: FOR FIRST (4) BAYS 11 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 NTS RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN AL CLADDING WIND PRESSURES AND SUCTIONS FOR 0WABLE COMPONENTS AND MEAN ROOF HEIGHT <- 25 ft WIND SPEED (ULTIMATE) 160.1 MPH WIND SPEED (ALLOWABLE) 123.9 MPH EXPOSURE CATEGORY B EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF>20 TO 45DEG, WIND AREA (+) VALUE DENOTES PRESSURE [4:121-[12:121 (SO FEET) (-). VALUE DENOTES SUCTION a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r -37.02 51.06 51.06 51.06 HIP 70 GABLE -37.00 -37.00 -58.99 58.99 -58.99 -76.03 1 O ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE)- r.. ZONE 1: ASTM F1667 RSRS-03 (10d) NAILS @ 6" O.C. ON EDGE AND 6" OIC IN FIELD ZONE 2e, 2n, 2r. ASTM F1607 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD - T ZONE 3, 3e, 3c ASTM. F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING Q Q SHINGLE:lau. EXP. 1 (111 r TILE: '232" EXP. 1 ('20) NOTE, 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 15" x 0.1137) NAILS r r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 113i', SHEATHING SHALL BE FASTENED ��'kkk a ��a�� ID,aa �f�' '�* X"�"' ''. WITH ASTM F1667 RSRS-03 1 Dd (2^^M." x 0.1317 NAILS OR ASTM F1667 RSRS-04 (3" x .120°) NAILS �R 3. GABLES- DROP GABLE END .& (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 46 DEG, RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:121-[12:12] @ 16" O.0 FIRST4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. WALL SHEATHING MAYBE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TOME ATTACHED TO STUD AND OR BLOCKING ATALL EDGES. AMINIMUM IC SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Is'. ® NAIL AT BASE 2 ROWS @4"O.C. w/Sd COMMON NAIL. © NAIL AT TOP PLATE TWO ROWS @4" O.C. W Ed COMMON NAIL. © NAIL OPENING PERIMETER w/ (2) ROM 04' O.C. W 8d COMMON NAIL, © NAIL INTERIOR AT B"O.C. .1 Ed COMMON NAIL. O STAGGER ALL VERTICAL JOINTS&NAIL @4"D.C. W/8d COMMON NAIL. O PLYWOOD SPLICES@HEADER - NAIL SHEATHING TO HEADER wl Ed COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & SOTT. © (2) Sd NAILS @ T' O.C. TO EACH TRUSS END OR 0 VERTICAL MEMBER IF GABLE END. 15/32" OSB - EKPOSUREI SHEATHING PROVIDE. BLOCKING I II it AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET - ""--------- _ © FLOOR SYSTEM ROOF CRITERIA -16" OVERHANG LED EAVES U.N.O. -12" OVERHANG ® GABLES U.N.O. SQUARE CUT FASCIA -ROOF PITCH PER ELEVATION -SHINGLE LOADING NOTE: Ed NAILS FOR WALL SHEATHING MUST BE MIN .131'X2112". DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Le" (2)- 2x TOP PLATE BEYOND 15W OSB EXPOSURE 1 SHEATHING - __--F T _-11--- II ii II II I 11 II I I II SOLID 2z BLOCKING W o III C ALL SHEATHING III II II II III EDGES Cl IIL III II II II I III Il I I I I (SEE SECTION XJ) O r III Ili C III 11 II 11 1 iii II D II 1 I �� III OPENING 111 II II II I II L_ IL- - ---J III X II it iI 4L 06 III__- ill C _JL___ a __ I NI III III .III III 11 11 I II II I1 III 11 II III 1 D 2x STUDS BEYOND. wu9 111 L I I II 1 111 I1 II II SEE PLAN W Till I1. II IIII II II II 1 O� IIII II N INI T,: II ll I NII I I. II I NI N I lw IOZ III II II II I IIII III I I II 1 J I. II 1 III II I II I w- IIII IIII I II IIII TI II 1 II II 11 I III II A. ALL SHEATHING A ZX RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM VERTICAL HORIZONTAL WALL ELEVATIOP4 DIAGRAM 3/8" S'-1 SPACI 3/a• 12 SINGLE NAIL EDGE SPACING 2'MR LL � LL LL 2z4P.T. BASE PIATE BEYOND SEE PLAN 4ATALLPANFLIILOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7116' FLITCH PLATE TOW/(2)12d TOENAILS EA. ENO. NAIL FLITCH PLATE TO VERTICAL W/(4)8d NAILS SECTION X-X T' GO, TB13 I WALL AND ROOF SHEATHING INSTALLA ION AND NAILING SCHEDULES N.T.S. o-� - CONNECTORSCHEDULE FOR: ADAMS HOMES - 1780 A BASE =" + TRUSS ID BEARING POINT TRUSS ACTUAL, UPLIFT CONNECTORID CONNECTOR UPLIFT DESIGN RATING FASTENERS . .NOTES Ci C5,C1P C5P,C1V-05V, E7, E7P, E7V, L/R' Rd9 #Or'I€S9; HFTA16/PER TRUSS MFR , ,` (�) lOd x 1-Y✓2'/ , ' H7 H7P H7V OlA-OS'A, E6A, H6A H10A✓ PER TRUSS MFR 10409, k (18) 10d x 111V v. ADl-A04 L/R .-803 #bT IBfiS HETA16/HkTA16. -" 1,8i0#/1$SOSt (9).10dx11/2 9 lad .X1-12" ' ' - ... ;' .. ,.,. ;',,,: - ., ." (9)10dx1112' " .. " "' A05 A07 .."<, „1-{MJR ': 1454#or l2 ,. H6YA16`/HETA15%M1 TA1fl '. '3610#✓,XElDill 1810#' (91,20d II✓1",=+. d NAIL$ (1) 5/8" A.T.R. W/ 12" IN EMBEDMENT @ MGT x 1-1/2" x 1-1/2" x 1-1/2" x 14/2" TRUSS MANUFACTURER:_ L=LEFT, R = RIGHT& M = MIDDLE BEAK BEARING LOCATIONS ARE REFERENCED ALLCONNECTORS ARE SIMPSON PROD VAULT �/fG1 ODD SPACE VAULT 10`011 FLAT CLG. VAULT F T L U L 81011FLATCLG.///ii <_ / / / / / / / / / / / / WON FLATCLG. A 032" O.C. / / / '0" / 7/ / / AT Li LG [iol�� 10 t AD AD (P. NO SIMPSON - CONNECTOR SCHEDULE USP - CONNECTOR SCHEDULE MAR( TYPE CONNECTOR &FASTENERS SPF SYP CONNECTOR& FASTENERS SPF SYP HETAi6wl(9)10dx1 VZ'OR HTA16w/00)l0d X1112'OR OFRAMETO A MASONRY HETA20w/(9)10dx1712" 181D HTA20W(10)10dx11rP 1585 1870 O FAME O H2AA W (10)8d NAILS 535 565 RT7A W (10)Bd NAILS S1S ' 685 FRAME FRAME TO H10Aw/(1S)10dx111T 1015 1040 RT18Aw/(17)10dx1 UT �5 1020 © FRAME H10A-2wAl8)10dxl 112"AT2 PLY TRUSSES 930 1080 RT16.2w/(16)10dx112"AT2PLYTRUSSE3 935 1060 OFRAMETO MTS12w/(14)10d x 117(AT EXTERIOR 860 MTW12w/(14)10dx 11/2' IAT EXTERIOR FRAME LOCATION INCUJDE(3)12d TOENAILS) ygp LOCATION INCLUDES) 1, TOENAIL6 7006 1196 OFRAME TO MGT w/(22)1 ad NAILS AND We" AT.R. W 12- �30 MUGT15 w/(28)10d NAILS AND Wr A.T.R. w/ 3� �� MASONRY EMBEDMENT WI SIMPSON SET -EPDXY �� 12"EMBEDMENT w/SIMPSON"SET"EPDXY TO HTS20w/(24)10dx1112'(ATEXTERIOR HTW20WA24)10dx11/T (AT EXTERIOR OPRAMS FRAME LOCATION INCLUDE (3)12d TOENAILS 1129 1310 LOCATION INCLUDE(3)12d TOENAILS 12&5 1530 FRAME TO (2)HTS20 w/(48)10dx 112"(AT EXTERIOR (2) HTW20 W44B)l ad x 111T(AT EXTERIOR 2570 3050 FRAME LOCATION INCLUDE(8)12d TOENAILS 2250 2820 LOCATION INCLUDE(0)12d TOENAILS (EA) HGT-2 W(16)l ad NAILS AND I"""AT.R. HUG12W(IG)10C NAILS AND (2) 5W AT.R. © FRAMETO W IT EMBEDMENT W SIMPSON'SET" 1w90 W 12' EMBEDMENT W $I MPSON "SET' 7D20 9790 MASONRY EPDXY (HGTJ FOR 3- !_Y) EPDXY (HUGT3 FOR 3-PLY). FGTR W 011)1W x 3- SIDS WOOD SCREW& RFUS W/(12) W33 WOW SCREWS AND 7100 OFRAMETO MASONRY AND (2) UT x WTITEN HD ANCHORBOLTS 3400 4725 (4)314"x 6"WEOGE.BOLT (1) LGT2 wl (16)16C SINKERS J7 FRAME TO &(7)1/Px2.114"TITER 2 1750 2D30 MASONRY SEE NOTE#6 BELOW FRAMETO �1 (2) UUGT2 SINKERS(10) O MASONRY/ A'X 214- TTITEN(2I PLY TRUSS)) 3240-M 1W x 3""WEWDGE-BCLT(21PLLY USS) 3100-M FRAME OR (28)�'l6d SINKERS FOR FRAME (EA) 3244E 3770.E 3770T OR (32)1Ed SINKERS FOR FRAME (EA) 3800E 4520-M 4520E JS. FRAMETO MASONRY (2)LGT3 W(24)1N"x3-SDB SCREWS d(8)818'x6'TTTEN (2 PLYTRUSS) 4730-M 6670-M (2)LUGT3 d IA) IM x 212" WSP5 SCREWS &(4)318" x 6'WB(2 PLY TRUSS) 6480-M 7050-M FRAME OR(62) led SINKERS FOR FRAME (EA) 5010E 8980.� OR(56) 1 Bd SINKERS FOR FRAME(EA) 8480.E 7710.E O BEAM TO HU410 DOT HUC410 w/(18)16d&(10)fall 0#2880 HD410 OPI HD4101Fw/(20)16d 8(ID) 10d G43080 BEAM NAILS U#1895 NAILS U#1950 TO HU410 OPT HUC410 W(18) TITEN G#4500 MD410 On H04101F w/(20) 11C x 3" 0#3355 ©BEAM MASONRY 1/4-x23W & (10) led NAILS U#18D0 WEDGE -BOLT& (10) led NAILS U4850 TO HU480PTHUC48W(6)1Dd NAILS& G#1540 GOON HD48OPTHL40w/(8)10d NAILS& G#1625 G*2015 ©BEAM MASONRY/ (12)1/4'x23WTrrEN(TOMAB.) U40980 U411135 (12)1/4"x23WTAPCONS(TOMASJ WH030 U#950 FRAME OR (12) led &(0) led (FOR FRAME) SYPF SYP.M OR(12)16d&(6)10d(FORFRAME) SYP-F SYP-M (Z) HETA18 OPT (2) HETA20 1920 192p (2) HTA160PT (2) HTA2D 1870 ®FRAMETO 1-PLY WLYWIOdx 112OR. 14'LYW(YW(1 MASONRY 2-PTV w/(12)18tl 2=P-5 23% )11d 2-0LV wI (12J1Btl 2� HTSM16 w/(8)10d NAILS AND (4) 1Wx21/4" 955 1110 HTWM16 w/(8)1Dd NAILS AND (4)1H50314" 1145 1225 TAPS 5 WEDGEESMT OFRAMETO MASONRY HTSM20 W (10)10d NAILS AND (4)1AW 1/4" 955 1110 OR HTWfo120 w/ (10)10d NAILS AND (4)1/4"xt 314" TAPCON3 I WEDGE -BOLT 1145 1225 P O FRAMETO HIOS w/(8)Sd❑ 12" NAILS AND (2) 3A8w 780 910 MASONRY TTAN HD DTT2Z w/(S)iM"A 12'9D9 WOOD DT&TZ W(8)1/4-x112'WS75 WOOD OO FRAME TO SCREWSAND(1) 12' B A.T.R. EPDXIED wI. 1835 2145 SCREWS AND 0) 12"S AT.R. EPDXIED w/ 1610 1835 MASONRY SIMPSON *SET` (SEE NOTE#4) SIMPSON "SET' (SEE NOTE 04) HTT'w/(26)1Ed x212- NAILS AND (7) Sir : HTTO W(26)l6d.21/2"NAILS AND (1) ® FRAMETO A.T.R.EPEDWISIMPSON "SET 4375 6090 &We AT.R. EPDXIED W/ SIMPSON "SET' was MASONRY (SEEOXINOTE#4 BELOW) (SEE NOTE#4 BELOW) 474 w/If 8)led x21/2- NAILS AND (1) SIT 14TT45 W 08) 16d,Q 112' NAILS AND (1) O FRAMETO AT.R.EPDXIEDWSIMPSCN"SET 3640 4236 5'8''S AT.R. EPDXIED W/SIMPSON "SET 4160 MASONRY (SEE NOTE NBELOYH (SEE NOTE#4 BELOW) O HIO.R W (24)1pdxl 12" NAILS 785 910 LUGTl W (23)Ed xi 12'NAILS 876 1045 FRAME 9760 FRAME TO HMBHT W(4)1/4Nl 12" SIDS WOOD RTI Mw/(9) 1W x 112" NNLSA 1395 1396 MASONRY SCREWS 8(5)1/4"x2 V4"TAPCONS 760 (a)1/4"x13M"TAPCON9 FRAME TO VGT wl(18) 1WXY BOB WOOD SCREWS "SET" O MASONRY (1) SWO A.T.R. EPDXIED w1 SIMPSON 35% 4940 W 12" MIN. EMBEDMENT (2)VOT w/(32)1WX^ 'SDS WOOD SCREWS OFRAMETO MASONRY &(2) 518.0 AT.R. EPDXIED w/SIMPSON 5170 7185 "SET" w/ 1F MIN. EMBEDMENT FRAME TOHDU4SD(1S62).S1 VGT w/ OW SCD8REWOOD /wj "W MUGT15 W (22)10d NAILS 8 HTNS W (18) X FRAME Ir? (1pS)D1/S4 3285 4565 tOtl NMLS&(i)5/8'B AT.R. 4100 SCREWS 8(1)680P.T.R. FRAMETO (2) HTT5 W (52)1&r.212"NAILS & (2) H748 1(52) i6d"x'! tYC NAILS V .FRAME (1) EWE AT.R. (SEE NOTE#4) 4375 5090 &I1)MB 9AT.R.(SEE NOTE - 5005 AENFRAI MNN9CTOR NOTE.R. 1. CONNECT ALL FLOOR TRUSSES TO INTERIOR SEARING WOOD WALLS I BEAMS .1 (2) 12d TOENAI I.S. 2. ALL TRUSS TO TRUSS CONNECTIONS ARE PROVIDED BY TRUSS MANUFACTURER, U.N.O ON PLAN 3. G.C. MAY USE EITHER SIMPSON OR USP CONNECTIONS, SEE FRAMING PLAN FOR CONNECTOR CALL OUT 4. FOR SINGLE PLY TRUSSES. SCAB ON FULL HEIGHT SYR81Z*'TO TRUSS VERTICAL WEB./(2)ROWS OF 10d NAILS @3.O,C, STAGGERED. 5. 17' MIN. A.T.R. EMBEDMENT @ GNU BOND SEAM U.N.O. 6. SCAB TRUSS CHORD w/4'-0 SYP 02(MATCH CHORD LUMBER SIZE) w/(2)ROWS IW@4"FROM END &4"O.C. STAGGERED; CENTER AT CONNECTOR LOCATION AS MUCH AS POSSIBLE. O MINIMAL CONNECTOR UNO ON FRAMING PLAN 1. CONNECTION FOR ALL ROOF FLOOR TRUSSES TO MASONRY WALUV LINTELS/ IOF WALLS ONO ON PLAN 2. CONNECTION AT 24'OR 32"O.C. PENDING VERTCALS FOR ALL FLOOR TRUSSES PARALLEL TO MASONRY WALLS SEE DETAIL FB7 MMA FOR MORE INFORMATION 3. CONNECTION FOR ALL HIP JACK(CORNER JACK) TO MASONRY WAULWICF WALLSd.INTELS 4. CONNECTION FOR ALL CONTINUOUS RIM BOARD TO TOP OF MASONRY AT 32' O.0 MAX. wI(2) AT EACH CORNER G.C. TO VERIFY LOCATION DOES NOT CONFLICT w/TJl (IF APPLICABLE) LAYOUT S. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WAWBEAMS w/(2)12d TONAILS pMINIMALCONNECTOR UNOONFRAMING PLAN 1. CONNECTION FOR JACKTRUSS, TO WOW WALL OR BEAM © MINIMAL CONNECTOR UNO ON FRAMING PLAN 1. CONNECTION FOR ALL TRUSSESTO INTEROWEXTERIOR SEARINGWOODWALLS AN2/ORBEAMIS ROOF FRAMING NOTES 1.SHINGLE OR METAL ROOFING SYSTEM (SEE ARCH.) SHEATHING - SEE [RSH] SCHEDULE THIS SHT. FOR SHT'G & FASTENERS ON PRE- ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. OR CONVENTIONAL FRAME ROOF.(SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPEAND OTHER INFORMATION. TILE ROOFING SYSTEM (SEE ARCH.) SEE [RSH) SCHEDULE THIS SHEET 2. THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16' OSB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANECEDGES ARE TO BE BLOCKED SOLID WITH 2X4 #2 SYP. WITH (3)1od TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH 8d NAILS AT 4" ON CENTER AT ALL EDGES AND THEN B" ON CENTER IN FIELD 3. FOR UNOERLAYMENT REQUIREMENTS SEE R905.1.1.1 - - - NOTE TO FRAMER --- IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FDS FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 REVIE ER "OR CODE CC API JANC STx L= __ COLIINTY FILE r�1� REFER TO ROOFFILE . r ° cc PLAN & ELEV'S. FOR O.H. DIST M c f METAL DRIP EDGE ^' C.M.U. OR ICF WALL v SEE TYP. WALL 2 X SUB -FASCIA' SECTION _ ALUM FASCIA 2X2 #2 P.T. MIN. FASTENED 2X BLOCKING NAILED PER NOTE 2 BELOW. TO TOP CHORD / EVERY OTHER TRUSS W/ (3) CONT 2 x 4 NAILED TO 12d NAILS, TYP. (**) (***) BLOCKING W/ (2)12d NAILS CONTINUOUS SOFFIT 1. G.C. TO VERIFYSOFFIT. MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENT AND CLADDING LISTS IN THE DESIGN CRITERIA ON COVER PAGE. 2. 2X2 #2 MIN. P.T. W/ JCHANNEL SECURED AT 241 D.C. FASTEN TO CMU W/ 3/16"X3" TREN 2 AT 16" O.C. (IF WOOD WALL, FASTEN W/ 0.148"X3j1Vj" AT 16-O.C.) I(**) ALUMINUM SOFFITS V-4" BLOCKING REQUIRED, I I(***) VINYL SOFFITS > 1'-0".SHALL R FOR SOFFITS < 1'4' MID BLOCKING NOT REQUIRED tt MID BLOCKING PER R704.2.1 TYPICAL SOFFIT SUPPORT DETAIL 3/4"=1'-0" ``®1a�yO1T�eRf��s ,,o vG 'ems C7 �;�64 W "H �! •t��0d �� ° ��.r �.�•. FJL C•\i lD 4a�Frar,Jl a � )11�i a ga - y y iu 00 g (eDi OD co Io c�gm ILL W g � � 3§&w 0vwa#� W �3.8 da aza� o a C F- pa.E€ li mm R3 Of o m s�§�P Z- F1� d a k 2 ay aY@ 0 oC1 Tq O a f W °$ c WNM'.FDSERG.COM ❑ ❑ ❑ O Z ma O Z O QV Z N < d -J (n a Z N (/1 m � wp 0 w ltLll � c 0K17J 1 CO CID (J = rJ N . % DAM _H Mx fill I FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: 0 z0) � LL J a ((a ` W d M %1D a7 W N z F-�Um ® J LLJ Z) 0) o J co U) U) 0 U 0 I Model Name / Number: 1780 VT Plan Issue Date. Wednesday, July 21, 2021 KA PROJECT NUMBER: 21-8341 Sheet: Oh ROOF IPLAN A 1 PRECAST "U" LINTEL W/3000PSI CONIC. GROUT SHALL BE FLUSH Job Information: 1 AT OPENINGS SEE GENERAL CONCRETE WITH TOP OF WALL I' 1 LINTEL SCHEDULE FOR REQUIRED 1 REINFORCEMENT HURRICANE B R R 10. STD. 90 HOOK ANCHORS HOOK T 1 1 NOTE: TAPCONS 1b BE 4" FROM ENDS i. FASTENING OF WINDOW TO BUCK RESPONSIBILITY I. — ---- —" , �, •-- — - ,, spry 4r i I OF WINDOW MANUFACTURER r 1 1 f N g 1 ' ' N STD 80 DEGREE ] h Q 'PRECAST_ ----- LINTEL (2) 2X P.T. BUCKS W/ 1/2• C.S.B. I BETWEEN FASTEN PT 2X i NAILER TO MASONRY 1 IF DOUBLE 2X NAILER IS USED, GENERAL NOTES 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THROUGH OUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END ALL RECESSED LINTELS TO HAVE MIN. 8" BEARING EA. END 4.. * LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER, IF A SMALLER LINTEL IS INSTALLED CONTACT FOR FOR APPROVAL. 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE. IS ADEQUATE FOR THE LOADS. GENERAL CONCRETE LINTEL APPROVED LINTELS: CASTE-CRETE, QUALITY PRECAST, LOTTS, PROCRETE F= RUU D WITH GROUT/U-UNRILED #S RES4R ATTOP MIN. (1)REQ'D ED R-RECESS Y5 CLEAR QOF OF UNTF1 CAVltt �• �R®BOR'OM M TOP MOCK OUT UNTFl BLOCK COURSE F16-1B/1T 11 IOMINAL ro GROUT ,� QUANTITY OF WIDTH #5 ROAR AT #g ftEBAA AT TOP. ,0 BOTTOM OF NOMINAL o UNTEL CAVITY HEIGHT BOTTOM REINFORCING 7b TUAI PROVIDED IN LINTEL (VARIES) TYPE DESIGNATION 8" MINAL WIOfH GFNFRAI CONCRETE INTFI M90f4I F C•FNFRAI INSTAI I AMON NOTFS I. fe planner llnoola=3E00 psi. 1. Provice NA mortar heed and bed larks. 2. fe prestressed finals a 6000"1 2. Shore fillac lmals Nrequiretl. 3. $muted per A8TMC476 f'g a 3000 psi w/ 3. habilitation of Small must comply with the architectural snd/or structural dneelrlgs. 4. maxinwm 3/B" ap®raeyrate and 8" m 11' slump. 4. LLLIrkels am lowelfeoturetl sub avz long notaree M the e,us W ....data S. Concraemasemyunfts(CMU)pa ASTMC9Ow/ serbulaWIMIMomlogsndgroul mirimma net area compressive strength a 20M pan. 5. All Ifial meet ar mreed L/390 xerfical deflection, "seep Urltels 17' 4" and 6. Reba per AGRA A61 S Grade ED. Imlger wBh a ruxaela hall of W meet or ..ad L/180. Prcwecesing strand per AETM A416 grade 6. Bottom field atldad rebar W be located M the bottom Othe Ilrftal navy. T. 270 low relaxation. T. 7/32" diameter Mrs stlrmu we Welded W the bottom was, for mechanical anchorage. 7/32 M. per ASTM All 6. cal place adrenal may be provided In composite lintel In Ilea of concrete S. Mona per ASTM C270 Mes M or S. mmonri,unit¢ 9Sak load ratings based on retlanei dealgl enahab par ACI S and!AO 530 16. Florida Product Approval No. 159.1 11 The lobster sedwe M Ill Metalled In exaim concrete m... m ella wall have a coating of coxes, applied In accomalce with ASTM G926 mother approved w. 12. UUnrroll loaded downee oualy with wdt ill (gal and spin) ead hodzadal Wataag loads shoal be checked for combine landfall the, fouavens eauehar: Applied vertical load Applietl horizontal bad 1.0 Safe Wrttwal load Sahis horfmnttl Ivad 1070 1070 BRFS-OB/ST 8F8013/iT ' AO © , O O 8RF3418/1T 8F78-18/3T •"b� " • O O ''-0 © 0 8F20.1B/17 '�' O O O O .. O - SRF22'1B/1T SF24113/iT 0 0 8F2815l •O: 0 0 0 ST. 8F32IS/ O i ,\G�r O o �6N •w 01 �p. N eaD t Ld ri LU o N e^ 03 9agSYi®2T LiYLQ N rip 1pO a z2 C�uWWO8F 0 O r0 0ttWas?i4Jn�` Db -ji g UI g LUd 13 0 q�av O ® GO M z -E91 LL m� 0J W U J rp. t c ba. WWW.FD3ENG.COM ❑ ❑ ❑ 0 ^ 2x BASE PLATE SEE" 1 Z O o� " PLAN FOR MORE INFO 3 1 z Y 1 I I 1 I 1 I q= I 1 I a N MS03 FRAME (EXT/BRG/SH R) WALL TO N,Ts. MS02 TYPICAL SHEAR WALL SECTION N.Ts. MASONRY CONNECTION ETAIL I z 1 r 1 N 1 1 nWWi T 4� I � •O #5 REINF. 20" MIN. LAP , j V) C N 1 Ln BAR AZ 4130R44 REINFORCINGBAR , Rj C) JNE ,/8• #R A, #4 1 AP SPLICE REVIEWED tl`Oh 25" MIN. LAP {F FL STD. 9O0 HOOK #5 REINFORCING BAR _ m� DE COMPLIANCE �p y #5 LAP SPI ICE 1 ■/�_ V Y '� I 11 I V O ....°. �N0 z�/�.r SCALEI."mI'-0' MIN. LAP L. ' Q N O m Ac i... i 1 I I STe LUCIE COUNT' �EIRBR6 REINFOItCI '�C�1 A DAM. NG BAR I 1 1 / *GRADE 40 U.N.O. INSAP SP Ic BOa/.. 1 I I IMI HOMES 1 r FLORIDA CONTRACTORS LICENSE NO. CRC1330148 3000 GULFBREEZE PARKWAY MS05 REBAR SPLICE DETAIL - GRADE 40 N.T.B. 1 I � ; GULFBREEZE, FLORIDA 32563 C3FILE Cop DIVISION LOCATION: PORT ST. L_UCIE ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2 x 4 1/4" X 2U- 12" O.C. 1 2 X 6 1/4" X 214". 12' O.C. 2 2 X 8 1/4• X 2sA" 12s O.C. 2 t t A REBAR U,N.OTH IDES ANGLE 900p P.3.l 4 - OF OPENING U N.O. LO _-�-'-/ mom W/1 #5 DI TYP.S'x BOND i 1 REBAR 8" %S" x ]&" K.O. z 0 C6 - ' 1 1 LINTEL BLOCK UJ OT f 1 , ..PROVIDER FIRST UT 1 BLOCK FOR FIRST FILL W/3000 P.S.I. � OJ f0 d' 1 t I 1 COMPLETE CMU COURSE _ CONC. W/1 #5 DIA. " , BELOW SILL&FILL SOLID REBAR +a FORM & GROUT SOLID 5 W/(1) ON BAR FOR ALL > a 3 LD WINDOW OPENINGS 6'-6" INDICATES FILLED • " y AND LABOR a CELL FROM FFS. '-I W .. .. BEAM BSA MIN. 1 #5T0 a� J N "J ------ -------------------------------------- Ta 0 0 Lo U- I (n ® Model Name / Number: 1780 8F12-1 B/1 TYP. DDWELzS" Plan Issue Date: MIN. LAP (ACI 530) USE 1/4•X 4 1/2" TAPCONS. 5 BAR CONT. Wednesday, July 21, 2021 SEE OTHER NOTE FOR SPACING REQUIRED KA PROJECT NUMBER; LINTEL PLAN �.g RM85 12" LINTEL DETAIL '. MS11 2X BUCK DETAIL 3/ t = 1' O" — SEE FOUNDATION SEE FO ATION PLAN �� N.rs. SCALE: -1'd" I ELEVATION BAIT PLAN FORLQQAiIONs Sheet: S of MS01 I BLOCK WALL REINFORCEMENT N.T.S. LINTEL PLAN 0 SIMPSON HETA 16 2x6 #2 SYP P.T. EACH END W/ (2) Yz"xV' SEE FLOOR PLAN WEDGE ANCHOR 0 FOR BEAM SPEC. OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT c oi, W/ WASHER. MIN. 6 PER TRACK TO JAMB. (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" o "J" BOLTS WASHERS SET IN ' FILLED CELL W/ #5 TYP. FILLED CELL MIN. 5 PER JAMB, VERTICAL o SECTIONAL " I, O OVERHEAD y DOOR CONT. P.T. #2 WOOD SYP2"X6" � � :,• •la^• o •la v. TRIM .j.t r. ei®te9Yi7�' a�! ee`e TOR f ~QG�N.S 2"x6 P.T. WOOD JAMB Y 6i®d c14 o I 1 I , ..ee•• O FLU DOOR AND CONNECTION PER GARAGE SLAB F a GARAGE DOOR MANUFACTURER % 2 T 75 TYP. GARAGE DOOR , TRACK MOUNTING DETAIL L O �l m 00 _ sJ �t�%t NOTE: DETAIL CD22 / S-2 MAY BE SUBSITUTED FOR THIS 3&B iIG i} '41®e`e 't0 ru DETAIL - UNLESS NOTED OTHERWISE MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. CD21 ENTRY CMU COLUMN/BEAM42 4 r- 00 sg�m� w Qae 8 0 peg �syNa w - - BLOWN -IN R-30 INSULATION PER FBC c Q 2# d~ l Z O AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION PROVIDE BAFFLES a 3 �a „ g 3 F - = BLOWN -IN R-30 INSULATION PER AT EAVES (FOR VENTED ATTICS) 12 v a o B ; 2 a _ a IL ( FOC AND ENERGY FORM SUBMITTED NGLES OR$ .. ¢ p ° 12 WITH PERMIT APPLICATION TILLE ROOF (PEERGLASS R ELEVATION) SEE PLAN ( ) ',� 2 ¢ p PROVIDE BAFFLES AT EAVES OVER APPROVED UNDERLAYMENT 8� N p z W SEE PLAN (FOR VENTED ATTICS) PER FBCR 905.1.1.1 OVER APA www.Fosrwo.com FIBERGLASS SHINGLES OR - TILE ROOF (PER ELEVATION) PRE ENGINEERED WOOD ROOF SHEATHING - SEE SCHEDULE - TRUSSES @ 24" O.C. [RSHj - ON FRAMING SHT. FOR a U OVER APPOVED UNDERLAYMENT SHT'G & FASTENERS. , {- -Y " �{ 11 I, ' Z _ OVER APA I, ROOF SHEATHING •SEE SCHEDULE O E PRE-ENG. WOOD SHTG _ TRUSS ANCHOR (SEE PLAN) �'�T_AJ`J`.�.ti'�'�'�.�..M J._lt� SEE PLAN FOR 10 Z -- R • FRAMING SHT. FOR ( ) TRUSSES @ 24" O.C. _ _ _ _ BRG. HT. . & FASTENERS. /S, ' OR 1/2" DRYWALL �, • � vI TRUSS ANCHOR (SEE PLAN) HIGH STRENGTH CLG BOARD ' " ETAL DRIP EDGE — N Z -_ ,. TO BE INSTALLED ON OUTSIDE FACE TRUSS LATE y 2X SUBFASCIA TRUSS PLATE (TYP.) FRAME FOR BUILT-UP M - — - — - — :�r 3/4" P.T. NAILER SOFFIT. SEE ARCH. CORNERS min (3) 2x4 OR v �_ 4x4 w/ 2x4 POST UNDER EA o 5/8" OR 1/2" DRYWALL tMETAL DRIP EDGE 1/2" DRYWALL r, 2 X 4 P.T. PLATE END OF SUPPORTING BEAM. V — 'M HIGH STRENGTH CUS �' B x 8 x 16 K.O. LINTEL BLOCK KEEP IN 3/4" FOR SHEATHING NAILED w/ 8d NAILS @ 6" 0 c �A BOARD 2K SUBFASCW CURTAIN NAILER n 1 x 4 P.T. @ WINDOWS A O.H. W/ (1) #5 DIA. REBAR & ^ AND LATH WITH FINISH O.C. C 7 c m CONNECT ALL lac STUDS—' TO TOP PLATE WITH (a) SOFFIT, SEE ARCH. 1 x 8 P.T. @ S.G.D. H SEE ELEV. 3000 PSI CONCRETE "U" (TYP.) ALL SIDES / i /f,� \ O \ (TYP.) FRAME FOR COR- Oo 0 NON LOAD I'6 M w R N E I6d TOENAILS PLANS PRECAST LINTEL SEE SCHEDULE \ NERS F012 BEARING SIDES NAILED mot. _ 1/2" DRYWALL SEE PLAN FOR HEADER SIZE u P°• / ° °• v °• \ y v ? W/ 16d NAILS @ 8" O.C. U o v oi0 ° \\ V 0 4 F 'ns O\\a 15/32" OSB EXPOSURE 1 ON OPTION, o,H. EXT. WALL W/ ALL EDGES BLOCKED. 1/2" x 8" J-BOLTS \ (1) CENTERED EA, \ (TYP.)4 COURSE HIGH A.F.F.. DAMS WHOM ES MAXIMUM OF (3) - 2X PLATES MAY BE ADDED BELOW THE HEADER W/ EACH SEE ELE V. SEE TB13 FOR NAIL ATTACHMENT. r � SIDE W/2° WASHERS \ i CMU BASE FILLED w/ CONC , - FLORIDA CONTRACTORS LICENSE N0. CRC1330148 (OPTION) STAPLE: 16 GA. 1 3/4" PLY ATTACHED W/ (2) ROWS OF l6d STAPLE @ 2" O.0 EDGES AND FIELD. Al NOTE: 44" MAX. SILL HGT. ON '1FILL CELL -(1) #5 DIA. w/ (4) VERTICAL RENF W/ ( ') HOOKS INTO FTG & AT TOP NAILS AT 8" O.C. H ALL BEDROOM WINDOWS, H REBAR W/ 3000 PSI .4I OF COLUMN PLAN Al. -Al 3000 GULFBREEZE PARKWAY n CONIC. ALL LOCATIONS „ SHOWN ON FOUNDATION GULFBREEZE, FLORIDA 32563 VINYL FRAMED WINDOW W/ SCREEN & FLOOR PLANS DIVISION LOCATION: (G.0 TO VERIFY W/ FLOOR PLAN N P '.. PORT ST. LUCI E LOCATION OOWALLSINS. P `; SIMPSON LSTA30 SEE FLOOR PLAN WOODD WALLIF NO EXTERIOR W OPENINGS ARE INDICATED, FULL v' , w/11-10d TO BEAM '.. FOR BEAM SPEC. REVIEWED FOE STUDS ARE REQUIR.ED). I & TO FRAME BELOW /L �a CODE COMPLIANCE' lob Information: r NOTE: 44" MAX. SILL HGT. ON ALL BEDROOM WINDOWS. VINYL FRAMED WINDOW � ST. LVCIE COUNT% W/SCREEN WINDOW STOOL „ BOCC CEMENTINOUS DECORATIVE PER SPECS n PRECAST CONC SILL FINISH 7/8" THICK PER ASTM `^ N C-926.98A PAPER BACKED FOIL R-4.1 u 2X STUDS (SEE FLOOR PLAN FOR INSULATION AT CMU BLOCK WALL P J H MORE INFORMATION). SEE TB13 1/2" DRYWALL PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT y EXTERIOR FINISH - , (SEE ELEVATIONS) z � a)01 ON SHEET 6 FOR NAILING INFORMATION FOR APPLICATION p ~ R-13 INSULATION AT EXTERIOR WALLSHEATHING. FTG. DOWEL #5 DIA. REBAR 1 x 2 P.T FURRING 17" IN CONCRETE - 25" Uj WOOD FRAME WALL PER FBC P.T. 2X #2 SYP. BASE PLATE AND ENERGY FORM SUBMITTEDXTEND 1 x 4 P.T.. ''= (ACT 530) ABOVE CL " A.B.A8 wD) SLAB. ALL LOCATIONS SHOWN Al Ag BUILT-UP CORNER MIN (3) 2x4 a 0) WITH PERMIT APPLICATION HD) w/2" WASHER AT 32" O.C. w/2" ER T 32' O.C. - WOOD BASE - - MIN. 6" FROM END - SEE WS07 FOR TERMITE SHIELD - WOOD BASE WOOD BASE ON FOUNDATION PLAN ' :... W/10-1SIMPSON TO COL W 10-10d TO COLUMN , , /OR POST (� EACHXEND OF BEAM UNDER - .. N CL SEE FOUNDATION PLAN SEE FOUNDATION ILAN FOR ' INFORMATI ®_I L1LI .� M 0 FOR SLAB INFORMATION - — _ - — TOP OF SLAB _ — SLAB TOP OF SLAB ., _ _ — - — NOTE: 2 X 4 P.T. PLATE co � ,IN a I1 U- V' � N � ... " rt BOTTOM STRAPS MUST BE ® Model Name /Number: * _*' * 11 v INSTALLED ON INSIDE OF /► FILE COPY Tip �J + t GRADE COLUMN. DO NOT BENDt>; ., v i .. �' GRADE o STRAPS UNDER PLATE. a ,Q v�r,%'° ° 1780 ;),:• • PLACE STRAPS IN FILL of ® Plan Issue Date: CLEAN iv p SEE PLAN FOR ' N i RE -BAR QUANTITIES CELLS W#5 REBAR .• • vl r.i / ,• ; „ u (TYP.)4 COURSE HIGH CMU BASE COMPACTED •,+. ml7 , + FILLED W/ CONC -SEE PLAN FOR • •.u, .. .FILL ,'T i. rn a, SIZE. TOP OF COLUMN BASE - Wednesday, July 21, 2021 SEE PLAN -0" AFF 2VI •. e KA PROJECT NUMBER: SEE FOUNDATION PLAN SEE FOUNDATION ; FOR FTG REQUIREMENTS PLAN 21-8341 . c Sheet: Of; NOTE: DETAIL CD21 / 2 MAY BE SUBSITUTED FOR THIS WS01 TYPICAL WALL SECTION - 8" CMU 3/4"-r-o" DETAIL • UNLESS NOTED OTHERWISE m WS02 TYPICAL WALL SECTION EXTERIOR FRAME �3/4"=1'-0" CD22 ENTRY CMU COLUMN BASE W/ FRAME ABOVE N.T.S. TYPICAL FRAMING DETAILS 4`aap1t 11 Isit?, `mac �� T fiF{E-5 oe G d ;v �'I31�A ; M w.. N Cl° I 1 211 » ri UJ CNI PROVIDE 2x4 ON TO OF 2x8 TO BLOCK OUT 2 ROWS 12d @ TOP PLATE ATTACH w/ 3" O.C. OUBLE 2x4 TOP PLATE ._; S ; 9 CJ aaa (SO(2)12d NAILSD BLOCK W/ D.C. 2X6) gsit3tti;tttq c 4Bn N 2x4 STUD MAN 3 PER PLAN 2x4 BEYOND AGAINST 2x8 STUDS OP SPLICE NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OUBLE 2x8 TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. TOP PLATE SIDE TYP. TOE NAIILS MAY BESUBSTITUTED W/ 2x8 STUD (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN „ �T�TOP PLATE W 8d 2 1/2' x 0.131 NAILS (SIM. w/ 2x6 V 8 P- * NOT REQ'D. WHEN QT SYSTEM IS APPLIED 2x4 w/ 2 ROWS OF $ e° . 00 STUDS) Y2d NAILS @ 3" O.C. E ='S 92 F F. TOP PLATE TRANSITION S jm�Ed� PIPE OR DUCT W/ OUBLE12d " Big w PENETRATION THRU TOP SPLICE 8$ m"�SR i a TOP PLATE w/ MORE § a w m � • w w THAN 50%OF TOP ROWS 12d �Pt'= Q. Z�o PLATE WIDTH INSTALL @ 3".O•C, " 8 ra ° ° SIMPSON PSPN51OZ �,5 o w/ (12) 16d NAILS TYP. TOP &Born. A! oGe Q o U o NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TTOM SPLICE 2 g _ 9 Z TO TOP PLATE W/ (4) 1Sd TONAILS (2) ON EA. • • OVER STUD e e It's www.FDSENG.conl SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ , ` r (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PTOP PLATE W 8d 2 1 2" x 0.131 NAILS 0 * NOT REQ'D. WHEN QT SYSTEM IS APPLIED Z .v NOTE: Z n , PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL a m'--- WF17 TOP PLATE SPLICE DETAIL 3/4" 1--0" z N QL13o 0 co c ' � w •u-- Q c j�jM o a ro V N N E 1 ® EXT. OUT .BEAM TO SUPPORT 8 TRUSSES IF SPECIFIED ON PLAN ;-----------------i SIMPSON HUC410 1 N O d '• 1>h As' BUCKET SEE ROOF * CRIPPLES MAY/MAY NOT BE PRESENT. PLAN FOR MORE INFO ; 1 ; VERIFY HEADER ELEVATION A ' SEE ROOF PLAN FOR BEAM SIZE , � "pA .S 140MBg ( LAMINATIONS i) 2(� )� ROfS ROWOF STAGGERED10d OFSTAGGERED BdROWS OF STAGGERED 16d COMMON WIRE NAILS O WIRE NAILS COMMON WERE NAILS 0.148", L= 3") OR EQUAL (ONE INTO EACH OUTSIDE FACE) (ONE INTO EACH OUTSIDE FACE) (D = D 16?" L. 91 2° OR EQUAL (0 = 0162" L= 3-1/2') OR EQUAL HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 2 X 6.WALL JACKS KINGS JACKS KINGS SIZE EA END EA END EA END EA END LESS THAN 4' (1) 2 (1 2) >4' BUT <9' (2) (3) (2 (2) 10'- "-16' 3 4 3 4 HEADERANCHOR ' &CONNECTION INFO NAILED TO TOP PLATES, FLORIDA CONTRACTORSLICENSE NO. CRC1330146 HEADER&JACK ' i ' SEE FLOOR PLAN 3000 GULFBREEZE PARKWAY HEADER SIZE NO. & SIZE OF & GRADE RAFTERH IES ' FOR COLUMN SIZE & GULFBREEZE, FLORIDA 32563 END __ BASE CONNECTION INFO -' SEE PLAN FOR (2, LSTA 30 DIVISION LOCATION: OPTION A OPTION B _ BEAM SIZE 1/2" OSB FLITCH PLATE . O. I SEE 1)AADDJA2ENT NAILS ARE DRIVEN FROM 3) FOR 4PLY, PROVIDE I/4-DIA..51/2"LAG COLUMN SIZEPLAIN AS ON BE MSCHEDULY WHEN INDICATED POR OPPOSITE SIDES OFTHE COLUMN. SCREWS OR EQWAL(SPACE AS SHOWN FOR 3PLY) COLUMN SIZE&BASE ON BEAM SCHEDULE/PLAN 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NDS SECTION' L5.3 FOR 2X CRIPPLES @ 16" O.C. SEE SCHEDULE CONNECTION INFO THE THICKNESS OF THE LAST LAMINATION, ADDITIONAL INFO, ® Job Information: W/ SIMPSON SP2 TYP. WF37 TYPICAL COLUMNS DETAILS N.T.S. TOP AND BOT z-RowslzdNAlLs SECTION A_A REVIEWED L=C7i STAGGERED@ CODE COMPLIANt, �►- 12" O/C EACH SCALE: 11/2" = 1'-O" �w * WHEN STUD LENGTH FACE OR 3-ROWS ST. LUCIE.COUNT, Q_ IS LESS THAN 12" USE 12d NAM STAGGERED LSTA30 STRAPS AT EACH @ 12" O/C FOR 2 x 10 A BOCC STUD WRAPPED OVER OR GREATER HEADER A A 0 TOP PLATE & NAILED F--� FOR OVERHANGS GREATER THAN • : FILL 1ST. 4 COURSES TO HEADER EACH SIDE SEE PLAN FOR 1 1/2" CONTACT FOR FOR �r.. SOLID W/ GROUT. (NO FILL ALL HOLES IN DOUBLE 2 x #2 TOP OF BEAM FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) STRAP S.Y.P, HEADER W/ EE ROOF PLAN _ - G Tn PLATE R 10d NABS @ HEADERT(CU.N 0. ONNECTION INFO. W a M E`yD Q M a" o/C TYP. / 0. 3 0 2 . FILLING AND BLOCKING AS DOUBLE 2 X 4 REQUIRED FASTENED TO • m > CRIPPLE STUD HEADER W/(2) ROWS SEE FLOOR PLAN FOR ~ (V '� TYPICAL (U.N.O.) OF 12d @ 16" O/C UNLESS COLUMN SIZE & BASE O J Lu Ii NOTED OTHERWISE CONNECTION INFO _I (n (n F.F. FILE COPY 2 x 4 STUDS TYP. V. Model Name/ Number: OVERHANG ;:• ,• :,C .:. SIMPSON H174 W/ (18) 1780 ":"'"r. •N. 16dNAILS &A5/8" EXPANSION ANCHOR VT Plan Issue Date:' .,�". .r ••�a..•`a..• CaO,°,_ f: "''BAI�TGARAGEN.O• ° "vMENT .° Wednesday,July 21,2021 ORS 1/2 1NG STEP DOWN V1 KA PROJECT NUMBER: * * HOLD DOWN CONNECTIONS P.T. BOT. PLATE PLAN OUR ATIONORE IFO 21"8`�� FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" NOT REQUIRED @BEARING NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ'6.1 WALLS WITHOUT UPLIFT Sheet: MSIS RETROFIT WALL OVERHANG DETAIL N.T.S. WF09 WALL HEADER DETAIL N.rs. CD11 COMMON BEAM ATTACHMENT N.T.S. �� TYPICAL WALL DETAILS j I, *DIAGONAL SPACED AT 20'-0" O.C. MAX SAME SPACING AS BOTTOM CHORD LATERAL BRACING TO BE LESS THAN , OR EQUAL TO 45° - MINIMUM 2"x4" _- CROSS BRACING (SEE PLAN FOR - LOCATION) , BLOCKING I i ' PER JOINT CONTINUOUS LATERAL BRACING - NAIL OVER X-BRACE AS SHOWN- !, INSTALL BLKG. AT TRUSS WEBS X-BRACING - 2x4 SPF OR CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING SYP w/ (3) 12d @ EACH TRUSS. WEB - - `,eeLleunli TOR, T601 TYPICAL CROSS BRACING DETAIL N.T.S. TB02 TYPICAL CROSS BRACING DETAIL N.r.s. 2X4 MIN. BLOCKING AT PROVIDE "tea° LO s� CENTER LINE OF HIP/RIDGE, TYP. vis • BETWEEN TRUSSES W/ (2) 12D ^I •• ✓® N NAILS EACH END TO TRUSS TOP ' � �U ?,b ' O \\�0 CHORD 9 Ali •� UJ'�N LL! f(V ALTERNATE TO BLOCKING �• `� cJ'� A TRUSS PRE-ENGINEERED VERLAP TRUSS BRACING - WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP - Ih\O•�, m ••�`,, TRUCTURAL PACE G.T. SHEATHING "sp,l Is ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 ! 3 TOP CHORD WHEN REQ'D NAIL TO TOP CHORD TO PREVENT SHEATHING JACK - - - - - OF HIPPED TRUSS W/ !I SPAN FROM EXCEEDING TRUSSE HIP 12d NAILS @ 6" O.C. MAX 24" SPAN (EITHER G.T SIDE OR BOTH IF REQ'D) (2) 12D NAILS MINIMUM (3) 12d ROOF AT 12" O.C. MAX SHEATHING PER JOINT MINIMUM 2"x4" SPF OR SEE *SPACED AT 10'-0" MAX SYP TRUSS BRACING .2 w iig ,_..,,-,, s,`= W00 PLAN F n m r J 8 O - J J UL LL LL 1 2X4 BLOCKING) �`-U IA - a Mo§ BETWEEN TRUSSES HIP TRUSS m Tr Q 9 LL w N y 1pq O CIJw�� SFCT, A -A -m rn 5 vg€g¢ Qv o 3 °„-_� m TB03 HIP /RIDGE BLOCKING DETAIL N.r.s. TB04 TRUSS BRACING OVERLAP DETAIL (TYP) N.T.S.Lu s9 k lIL� Em 19 OV K In O PLL eed 2 m m6 U J N ° 0 ❑ ❑ VE WWW.FDSENG.COM Z � 8 z o a TRUSS NOTES: (V 1, WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND ^ _ IN In r �Ji BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF gCCIDENT W �% P7 Ir IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMTIED (, TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT QJ — J QLL Q) i- 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 w O A LATERAL BRACING SPECIFIED BY TRUSS MANUF. 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) 3-12d NAILS AT EACH TRUSS INTERSECTION. U m w ui'!4 BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT Lr)O C 4. ADDITIONAL BOTTOM CHORD BRACING SHALL ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS, m to � m� S. PROVIDE TRUSS BLOCKING AT ALLTRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS W ri SHEATHING 00 W 3 TO 4 TRUSS X4 AS SHOWN ALTERNATE TRUSS SPACES DIRECTION "' O Q N o d0 lq \ W RUqF S. 0 DAMS HOMES VERTICAL SCAB 2XG #2 SPF 48" D.C. SEE (2)-1 NAILS FTRUSS TO EA TRUSS W/ (4) 12tl TOP &BOTTOM OR H6 SECTION �. FLORIDA CONTRACTORS LICENSE NO CRC1330146 OR HCLR/LL IN PLACE OF (4) SOD B B REQUIRED @ RAFTERS GREATER THAN 8'-0" 3000 GULFBREEZE PARKWAY .. .... SEE STRUCTURAL NOTES AND NAILING GULFBREEZE, FLORIDA 32563 SEEPIAN OUBLETOP DOUBLE TOP PLATE SCHEDULE FOR SHEATHING DETAILS DIVISION LOCATION: PRE-ENG. TRUSS PLATE SECTION B-B *-2>STUD rk VARIESw ROOF SLOPE °, PORT ST. LUCIE WALL SEE PLAN • ,.. V Job Information: CONV. FRAMED RIDGE \ / \ \ / / MAY BE NAILED w/MIN. VERTICAL SCAB 2X6 42 WHEN48"O.C.W/(4)12d M BE WHEN IT LANDS*NAILHEN 2X4 SPF BLOCKING \ / \ BETWEEN TRUSSES / `j ,qI��/ REvlCVY D FAR ENITLTRUSSEE NEXT TO NG. NAILED 0 EACH TOP & BOTTOM OR H5 OR (3) 12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12d \ \ @ 48" O.C. MAX. / / �] /� w'/1 C CODE COMPLIANCE COMPLIANCE D w/(2)MTS12'S REQUIRREDD@ RAFTERS GREATER \ \ / B \ \ 2x4 SPF BRACE / @ O.C. NAIL �7 COUNTY ST..LUCIECOUNTY 1M 1 48" - w/(4) COLLAR TIE \ \ \ 12d AT EACH END & 6olJ� F EVERY 3rd RAFTER2X4 \ ALTERNATE DIRECTIONSHEATHIN O �I BLOCKING BETWEEN CBBEVEL CUTS TRUSSES W/ 12) 12d NAILS (OPTIONAL) i . N c-I® EACH END, CONT. EACH BAY+LnTB 2X4 SPF W/ (2) #7Xa1/2" / / TRUSSES O �ALTERNATING DB WOOD SCREW EACH TRUSS SEE PLAN uj o i (0OR Q)TO H5 @ 48" O.C. / / (Y)BLOCKING cl G. TRUSSdVCONTG AT TRUSS TOP SHEATHING CND FRAMED AREAS TYP. \ / / 7 > NSTRUCTURAL SEE PLAN FOR CONNECTION SIMPSON A34 OR O J Wr ZD Cc,,,)�+ Ur) LL J 00 2X4 P.T. BLOCKING BETWEENT DIAGONAL WI 0 8 2X8 #2 SYP RIDGE BEAM TRUSSES W/ (2)-12d NAILS @ 2'-0" ON CENTER \ \ / / / 2X4 SPF BLOCKING V / _ I Model Name /Number: AT 8'-0" EACH END MAX 2x6 RAFTERS @ 2'-O"O.C. \ /\ Y V BETWEEN TRUSSES MAX. w/ (3) 12d COMMON @ 24" O.C. MAX.w/ \ / \ WALL BELOW TOENAILS R RIDGE BEAM 2X4 RAFTERS FOR SPANS LESS THAN / • \ (3)12d EA. END (TYP.) .1 780 i (SEE PLANS FOR TYPE) 4 FT 0 2'-0^ O.C, MAX W / (3)10D SEE PLAN CONC. M.450NRY COMMON TOE NAILS TO RIDGE BEAM 2X4 CONT. AT STEEL OR WOOD Plan Issue Date: T & B CHORD BEARING SUPPORT TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/2" SPACE Wednesday, July 21, zozl @ RAISED HEEL DETAIL DETAIL @INTERIOR BEARING VI KAPROJECTNUMBER: SEE PLAN FOR MORE SHEATHING INFORMATION 21-8341 2x4 S.Y.P. @ 16" O.C. Sheet: Of: TBO6 BLOCKING AND CONVENTIONAL FRAME DETAILS N.r.s. T11315 EXTERIOR NON -BEARING WALL DETAIL N'T'S ROOF FRAMING AND BRACING DETAILS 13 ji A THERMA-TRU INSTALLATION KEY DIFFERENCES HECK LIST Rough openings are 114" smaller on e�ch side and 114" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1 8 drill bit. Predrilling Increases structural performance. Use only 2-1/2" wood screws (#8 and 10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and 3hould not be substituted for wood screws. Be certain of the number and placenner t 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. BUICK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPT LE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE P OVIDED SPACED AS SHOWN, THE TAPCONS ARE TO BE CO TINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AN HAVE A MINIMUM OF 1 1/4" EMBEDMENT INTO THE MA ONRY JAMBS. 6" SPA EVE 6" 6" 6" SINGLE DOOR SINGLE DOOR W SIDELITE All 6„ 3„ 3- I LL 13n „31 3„ 3„ L I I„ 6' DOUBLE DOOR W/ SIDELITES lA fE 4 i" 6 SINGLE DOOR W/ SIDELITES DOUBLE DOOR 3m SPACE EVENLY Ia 8 a e Qa-8- .....................SEA NAIL SHINGLES W/ It OR 12 GAUGE ROOFING NAILS. 3/8 MIN HEADS a PER SHINGLE. 800toec ato use valley Eemenlne ' SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY TEXTURED, PAINI BEHIND FLASHING EXTER.. WALL FIMINIMUM AND EXTENDING A LOCATIONS) OF B""ABOVE 8" X6' H GALVERTICAL RISE OF FLASHING WALL FLASHING COAT KNEEwnLL tTERT'CAL ENTRY PLASTER STOSEALANT ROOF SHIN' LIES 6' X 6" H GALK FLASHING CON FLASHING DETAILS NOTE: THIS DETAIL IS REQUIRED ` a- HORIZ. i AT ALL VERTICAL WALL INTERSECTIONS \ Win ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF WIDOW 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 ANDY6" C.C. /TYPICAL 2x HUCK. INSTALLATION OF WINDOW ATTAIC H M E NT N,T.S BUCK STRIPS - 1x4 (DEPTH OF WDW, FRAME MIN,) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS •; y • 1/2" DRYWALL FLAT HD. "TAPCON" SCREW THRU THE WIDOW FRAME INTO MASONRY JAMB MIN. 4" FROM END AND MIN. 16" C.C. 1/8" SHIM SPACE EXT. FINISH DRIP EDGE WINDOW SEALANT 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 LOCATION OF BARRIER TO BE 17-010 IN FRONT OF MECH. OR APP. WHEN REQUIRED zxw �aFaAMe 1iC2"ilA iNLEMBEDMENT BY OTHERS 00 W010D 6PREW _ 4" DIA. CONCRETEInTtNc FILLED PVC. PIPE. svOTHERs CAULK BETWEEN ? .; FIN &SHEATHM O TOP OF SLAB EXTERIOR 3/ " MU -1 FINISH. DISTAP BY OTHERS P I* "ER Y CJTH1/4" MAX; TIH 5 5H7M SPACE BETtS Z I 'll -Ilal 00 O.A. VnNt> JW c I f - Ir - Ir I HEIGHT O z 1 ° a'r----- 16" MIN. DIAMETER INTERIOR CONCRETE FOOTING 1 PROTECTION BARRIER DETAIL TYPICAL FRAME OPENING N.T.S. WINDOW INSTALLATION N.T.S v4f- Same firtme al Fln rihow Axed View watdmv of Norman Festme'sp5odrif Wall Framing; (lambs, Head and 5i.. #25pruceileme/Fa 8" 9" Or &Oar �SHcane CIO al-1/2' Strew Minimum PmaOatim GstlngBeap 1.3/8• Crdes SEcdon View variation In rodeo and build/ng types, It Is left up to the and user, to determine the Paper Installation of these Items, LEAVE THE BUBBLE WRAP Offt aefCre Installing you, WM%., the buletde wrap may be peeled back forinspection; but please re -stied the Wo to'. pto[act the b1oft from saaMKs wrat 0 damage untir cmmullon csmrnode. Stepl Measure to be was the opening is 318"to 112" larger than the window an both ventak and Mr2ontafly. • You may wish to predrill the Installation boles in the On at this time. !� Onandlierd Me prepeortaid holes, In it* nedonift At as day ere netne[esadN Step 2 A;* a gerrerms bead of dlKa* wtheba&4de of tre mamting fin, Use enough si ioxe to suf idently011 all voids between the fin and the wall sheathing, Step 3 Insert the window Into the opmirg from the outside. The window s labeled "inside" and "ou9de", but R trreseWbek have been removed, the glazing bead should anew be he the Inside of the bidd . Sep 4. Install shims under the sill, adjusting them umg the unit 6 plumb In the opening. Shims should be Installed under the sill away 2 feet. ;l lii Tice window shopld be basally centered in the opening with w more than 1/4" gap between the window and well flaming. Step 5 ImUll a #10. 1-1 2' screw 4"linen the comer or the On at each end of the head, 01 and bothFerri o TO fffl Step IrsWiftremeiningfaste in8"lmr ntsfmmthecvmers tothecenterofeadsfrmrzmember. Useamenottoover• ®� "} tighten the screws and pal them through the An.Also, make we the screws go in straight and do not am the frame to bow. �''QQ�•�NS rid Wall framing should be a minimum of #2 SionceJPme/Fir. bC� , •'`G A, , .4 rrr 04 Fasteners should be #10 screws of sufitlmt length lnadh'eve 1-3/8" penetration Into the wall and noleathin 112" Ban m Mfir g, ; $"i $ ` N ' Fastener ahtoes needed in each side of frame to achlew B" NO - •' Length of Fee LO" 18" 26" 34 42' S0" 58" 66" 74" 82" 90" 98" 1 .OJ c-1 Numbs Uffasteners 2 7 4 5 6 7 6 9 10 it 1 12 1 13 �'. � UJ rCV Stop 7 Remove excess alloonal *squam, rot" from armnd the fin and Impact for holesor voice. Use sllam e, Midi any molds. P-(' Q : �Q n Sep 8 If desired, a foam Insulation an be applied to the interim gap between the wlrNav and wall hamng. Ifapplied, U& must be the�Q NON iX➢ANDING ryPC FOAM. W u�-�� ( L(y .•'✓,(�� f6 - Step9 Since these windows am focally used In rooms with high mdshm, lei batvabms, It is recommended that the interim gap '"d' �`h� °"•'p,V `v,�� N between the window and wall naming also be sealed with sikcone and tooted on as not to Interfere with the installation of • c `ur I 1VV, wallboard tle a trim. - ag tl Shia is Sep 10 Once all construction's complete; remove the bubble wrap from the Inside and outside M the window. If neceasary,.dean thm. blocks with a did detergent and warm water using a soft dear. Failure to follow these procedures will void any and all warranties. GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. ° to 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. ° s .° N Q to �� 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. m F ICOo 0 m 80 SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION E-F� 0S' w AND CALL OUTS. � � � 43 Wa o O a�s w Y Product Approval Submittal Affidavit °¢� a 0 8�� as��,s 3 0 �, I Building Address: Contractor:m a Building Permit: ° TgIL z� 7 � a a K 6 0 0 IL ¢ 3 Product Design Manufacture Model # Attachment Approval Pressures Method S �° wNw. nsENB.coM ❑ ❑ ❑ Roofing: 1st Choice ppDJNTY APP. IKO Industrues, Ltd Cambr dge AR NAIL SHINGLES W/ 12 GAUGE ROOFING FL30310.1 NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. z S W/.3/8" MIN PENETRATION THRU SHEATHING Q C4 333 jJ y ROOFING VENTS: on DADE florida Metal FLAMCO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, COUNTY APP. odu is Inc. - n " "FROM EDGE D 4" D.C.TYPICAL FL21580.1 R-2 N Z ROOFING LINDERLAYMENT ') rn r 1st Choice TRODU BUILDING TAMKO No. 30 UNDERUIYMENTSHALL BE APPLIED AND FL12328-R9 _ PRODUCTS LLC #30 ASPHALT -SATURATED ORGANIC FELT ATTACHED IN ACCORDANCE WITH U — R905.1.1 _ Q w g ILVSI+6 Overhead Garage Doors: i.. .' 1st Choice 1 +30.0/-30.0 CLOPAY 53W5 U m E i6 2" x 7 x6" P.T. WOOD JAMB WITH FL16546.8 53w5 (6)1/2" DIA. x 8" "J" BOLTS — 5 OD f 2nd Choice +30.0/-32.0 CLOPAY 8 x 7 FL15279.84 U o v ® 0 Swing Doors: THERMA TRU-CORP. ALL ONE 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" x 3" FL20461.11 1st Choice +67,0/-67.0 FIBERGLASS DOOR 61TE SERIES TAPCONS MIN. 4" FROM TOP &BOTTOM OF INTERSECTIONS FL20461,12 +67.0/-67.0 THERMA TRU-CORP. SOLID AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL FL20461.1 DAM HOMES FIBERGLASS DOOR FIBERGLASS OR BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN- FROM 2nd Choice PLAST PRO ALL ONE TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. FL15215.2 LITE SERIES THEREAFTER. (TYPICAL ALL 4SIDES) FLORIDA CONTRACTORS LICENSE NO.CRC1330146 Sidelights PLAT PRo RD FL15245.2 3000 GULFBREEZE PARKWAY Sliding Doors: GULFBREEZE, FLORIDA 32563 SERIES 420 SGD FL15332.4 DIVISION LOCATION: 1st Choice AI mMI WINDOWS & DOORS. toInFo MI WINDOWS & DOORS SERIES 440 SGD ' FL15332.12 PORT ST. LUCI E n Alum. relnfor0ed V Job Information: Windows: 3540 SERIES Twin SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16' TAPCON 1st Choice WO/-50 MI WINDOWS Si le Hu (fin) ANCHOR WITH MIN. 1 A" EMBED, TO ALL FACTORY DESIGNATIONS WITH ALL FL 17676.9 3500 SERIES HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS _ +40/30 MI WINDOWS Single Hung (flange) OF SUFFICIENT LTH TO PROVIDE 5/8" MIN EMBED. INTO WOOD BUCK. FL 17894.2 3540 SERIES FOR INSTALLAnON THROUGH 2x BUCK USE #8 WOOD SCREW OF +50.0/-50.0 MI WINDOWS Single Hung (in) SUFEIENT LENGTH TO ACHIEVE I%" INCH MINIMUM EMBEDMENT FL17676.2 IN WOOD SUBSTRATE. MI WINDOWS 3500 SERIES single FL17894.4 0 Hung (finless) frame Mullions: M•1926 Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CUP INTO CONCRETE FL 18504.1 1st Choice MI wlNDows MUIIIOn 3 16" TAPCON ANCHOR WITH S FRC NT LENGTH TO ACHIEVE 1 O �jj 0) E M-1926 Horizontal Mullion MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1' MINIMUM EDGE DISTANCE FL 15804 2 U \% z N GoV OF) 0) rM a a 3 iv R s>i d 1R O� �J/ !0 = m r ayyt�1w�� `v^ ' ^ IA L2 J W V / V J Fixed Glass" 1st CiIOICE +50.0/-50.0 MI WINDOWS MI 3540 FOR UNIT IN USE 3/16' TAPCON ANCHOR WITH MIN. 11,b" EMBED. TO ALL FACTORY DESIGNATIONS TAPCON SHOULD BE FILLED W/ #8 SCREWS OF SUFFIWITH ALL HOLES NOT DESIGNATED CIENT TH. TO PROVIDE 5/8" MIN- EMBED- INTO WOOD BUCK. FL18644 R6 Soffit: VI Model Name / Number: 1St Choice -F66.0/•71.6 KAYCAN LTD Standard vinyl Staple 10" on center In direction of length R.16503.4 R5 1780 Plygem / Vanform Plygem Double 5 1 Double 5 standard (vinyl) 10" FL12194.1 V Plan Issue Date: Iali11 ® FOR `;ODE COMPLIANCE $T. LUCIE COUNTY BOOC Double 5 standard standard vinyl staples solid 144 vented • 145 R_t2194.2 Hurricane Panels: _ Wednesday, July 2021 1st Choi a .Dade County App. A L AMERICAN SHUTTER &GLASS 24^ Ga. Stolen Panels 24 GA. STORM PANELS � FL16293 R3 � R: KA PROJECT NUMBER: I have reviewed the above components of cladding and have approved their use in the structure. (Architect or Engineer of record) 21-8341 Sheet. S-5 of: Name: Carl A. Brown Certification Number: FI. # 56126 Name: Luis Pablo Torres Certification Number: FI. # 87864 MATERIAL Name: Certification Number: REFERENCE INFO (PSL) FLASHING REQUIREMENTS MECHANICALLY FASTEN AS ''`.- FOLD UP WEATHER WEATHER RESISTIVE THESE DETAILS ARE GENERIC AND MEANT TO SHOW - NECESSARY IN CORNERS THROUGH RESISTIVE BARRIER& GENERAL FLASHING AND WATERPROOFING METHODS SELF -ADHERED FLASHING I TEMPORARILY SEC L RE BARRIER DOOR ROUGH OPENING TO BE USED• R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior Wall envelope shall include flashing as described in Section R703.4. `WEATHER- WINDOW UNIT / RESISITIVE R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the BARRIER WOOD FRAME CONSTR. SLOPE accumulation of water within the wall assembly by providing a water-resistant barrier behirul the exterior cladding as TAPE °� EXTERIOR SHEATHING SELF -ADHERED FLASHING 3/4°•1"BEAD OF CONSTR. AOHESIVETOBE APPLIED UNDER O.31n:1Z.01n SELF -ADHERED FLASHING required by Section R703.2 and a means of draining to the exterior water that penetrates Via exterior cladding. BY LAPPING DOWN OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN WALL BY IN. UP JAMB BRAND USE ER (0.6 C01 : 30.5 cm) SELF -ADHERED FLASHING - ^y T C DETAILS R U ®E A I L R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 w.naxl P OOFNAIL OR EQUAL WEATHER PROOF CAULKING L 1 V 1 V µsveunLm \WEATHER asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the SELF -ADHERED FLASHING EXTERIOR WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. water-reslstive barrier manufacturer's Installation Instructions. The No.15 asphalt felt or other approved water -resistive RESISTIVE CEMT. FIN. PER FBC-R (CURRENT EDITION) 703.7.3 barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a BARRIER SEAL TOPS OF JOISTS PI manner to meet the requirements of the exterior wall envelope as described In Section R703.1. p UNDER DECKING ` f I SUBFLOOR (SEE DETAIL WP07) I R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where SELF -ADHERED FLASHIN '�. applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least '.. I�JOIST WIRE LATH equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer Detail Instructions provides a separate continuous plane and any flashing (installed In accordance with Section R703.4) Intended to drain HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weather RIM Refer to the number marked as ® in each detail that corresponds to the to the water -resistive barrier is directed between the layers. resistive barrier above header tc allow for flashing installation BUILDING numbered Items In the list of Instructions below: Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or 2. Self -adhered flashingplus head flashing underweether p 9 PAPER 1. Install self -adhered flashing in order as shown by numbers3. greater than that of 60-minute Grade D paper and Is separated from the stucco by an intervening, substantially nonwater resistive barrier absorbing layer or designed drainage space. Fold weather reslstive harder back over head flashing and with tape 8,� 8 O3. 2. Install flashing and Weather resistive barrier to fonn water shedding lapsseal Self -adhered flashing can be substituted for building paper 4. Split the release using the ripcord (Split release on demand, Rashin Flashing. Approved metal flashing, vinyl flashing, membranes and mechanically attached flexible paper embedded in the adhesive layer) - for ease of installation and to minimize with the flashing shall be applied shinglafashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid-applaCl membranes used as flashing shall be applied in accordance with the manufacturer's Scale: NTS SELF FLASHING SELF -ADHERED FLASHING WINDOW W PO SELF -ADHERED FLASHING ► /� /� ®� -ADHERED CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER W DO scoring cuts instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. selfadhered membranes used as flashing shall comply with FLANGED EXTERIOR DOOR WITH DECK - SECTION A V V Y Y 1 5. Remove all release paper per standard installation instructions and FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying adhere to substrate using a square piece of flashing material (6" x 6" with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for properjolnt expansion and contraction, ASTMC1281, RUBBERIZED ASPHALT Minimum) AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in EXTERIOR SHEATHING RUBBERIZED ADHESIVE ASPHALT 6. Fold as shown by arrows exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved EXTERIOR SHEATHING 3W-1" BEAD OF CONSTR. If�STALLLSELF-ADHERED ADHESIVE TO BE APPLIED UNDER FIIASHINGJAMB & HEAD ADHESIVE folding the flashing to fit fleshings shall be installed at the following locations: RETURN FLASHING, SEE SELF -ADHERED FLASHING 7. Angle of corner may vary, adjust of accordingly g y y' j g g g y REFER TO TECHNICAL THRESHOLD OF DOOR AND UP JAMB 6'. USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01)7032 ��+1 tight t0 Comer 8. Mechanically fasten as necessary 1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface the LETTER ON CHEMICAL SCORED h exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically COMPATIBILITY RELEASE PAPER attached flexible Fleshings comply with AAMA 712. Flashing at exterior window and door openings shall be Installed + +` ore in accordance with one or more of the following: SELF -ADHERED SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" (BEFORE FOLDING, SCORE �'" r RELEASE PAPER TO ERPOSE AD14ESIVEAS SHOWN) 1.1 The fenestration manufacturer's installation and flashinginstructions, or for applications not addressed in the FLASHING VERTICALLY FROM fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where flashing BOTTOM OF - instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. THRESHOLD + MECHANICALLY FASTEN A5 Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to a e g Openings g pan flashing shall incorporate flashing or protection the water resistive barrier for subsequent drainage. 0 nin using g po g NECESSARY IN CORNERS THROUGH at the head and sides. (SEE D TAIN-A (SEE DETAIL WP02) SELF -ADHERED FLASHING 1.2 In accordance with the flashing design or method of a registered design professional. 1.3 In accordance with other approved methods. SELF -ADHERED FLASHING ' 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2 5 2. At the intersection of Chimneys or other masonry Construction with frame or stucco walls, with SELF -ADHERED FLASHING projecting lips on both sides under stucco copings. NAILING FLANGE 4 Qz 3. Under and at the ends of masonry, wood or metal copings and sills. T FLASH OVER DO NO LAS 0 SEAL TOPS OF JOISTS UNDER DECKING 8 44. Continuously above all projecting wood trim. BOTTOM NAILING FLANGE (SEE DETAIL WP07) 7 S. where exterior porches, decks or stairs attach to a wall or Floor assembly of wood -frame construction. G. At wall and roof intersections - SELF -ADHERED FLASHING W PO4, SELF -ADHERED FLASHING P05 SELF-ADHEREDRING W P06 7. At bullt-In gutters. HALF ROUND WINDOW EXTERIOR DOOR WITH DECK CORNER SELF -ADHERED FLASHING I t� I II •�' DECK PROTECTOR`"t,= SHEATHING �- 7/8" Cement Plaster 7/8" Cement Plaster }` in accordance with in accordance with ASTMC926 ASTMC926 SELF -ADHERED FLASHING PATCH ' " 4 , «.. "., Felt backed metal .. Felt backed metal lathe in accordance lathe in accordance .-. .. with ASTMC1063 " - '. ': With ASTMC1063 SELF -ADHERED FLASHI NG DECK PROTECTOR - " " •" "' Building Paper Building Paper 7/16" O.S.B. " " 7/16" O.S.B. sheathing r sheathing DOUBLE ' .. _ .. Keep top edge SINGLE JOIST - Metal - Of Weep SCf red JOIST SELF -ADHERED FLASHING t .. � Flashing . � _ - ;. � 2" below top Of SELF -ADHERED FLASHING 3 1/2" . block 2 Unperforated rat 3" MIN J 4 Flange Vulcum Weep Screed cauk bottom O 5 joint only Maintain Metal Flashing Bottom Of 3-1/2" Unperforated SELF -ADHERED FLASHING SELF-ADHERED \ /� / PQ ( SELF -ADHERED FLASHING =PO APPLYA LIQUID FLASHING TO THE MASONRY OPENING HEAD, JAMB, SILL IN ( ) ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE W �09 Weep Screed 1 1/2" t0 2" Flange 7i8" Weep Screed K JOIST �,/ OUTSIDE CORNER Above Roof INSTALLATION OF THE BUCKIRECEPTOR. 1/2" Cementitlous Sheathing Decorative Finish Q•. .•o, All inside and outside corner will °• need to be miter EXTERIOR WINDOW UNIT o cut and caulked all CEMT. FIN. Cement Plaster o, i,•, b need to BUILDING PAPER SLOPE in accordance caulfs ked using °' d ° " becaulk SLOPE with ASTMC926 Vulcum caulk for all SLOPE 0.3 in: 12.0 in (0.6cm:30.5cm) 0.3 In :,12.0 in (0.6 cm : 30.5 cm) 0.3 in: 12.0 in (0.6 cm : 30.5 cm) over wood 2nd floor PEv'U FOR SELF -ADHERED FLASHING COD OMPLIANCE UCIE COUNTY WIRE LATH SELF -ADHERED FLASHING ---- EXTERIOR BUCC CEMT. FIN. BUILDING PAPER WIRE LATH 1/2" Cement Plaster Finish SELF -ADHERED FLASHING Block WIRE LATH 21/2" Perforated ?'o• Flange 1/2" Weep BUILDING PAPER BUILDING PAPER Cement o Screed Plaster over block ist floor EXTERIOR WINDOW UNIT CEMT. FIN. Install bottom Slab edge of weep screed 1" below finish floor OPTIONAL DETAIL (s 2 ® Note: FILE COPY The building paper end metal lath _ must be installed over the top of WEEP SCREED DETAIL SELF -ADHERED FLASHING IWP 0 SELF-ADERED FLASHING FISH P 1 1 CEMT �FI FINPARAPET WALL the Weep Screed. SCALE: NOT TO SCALE CEMT. FINISH WINDOW HEAD CEMT. WINDOW SILL td ! 5 bath duct to roof cap w/ standard 70 v cf m bath fan 0 _o mt - 25 SF� 25 SH :. O RES EGRESS _1 O„ F,�1 i 6 6 N U \ 5 SH'S \\ ^ LINEN OWNERS 26b8 \, y BEDROOM 12x6 lwcd m 55 OWNS r LANAI CZ ! t UA T� 8-0"CEILING V U, TED CEILING. x ;, t+, 'J' TO 'o F_AT 190 6 10x6 1w " CEIL!N V 0 N 7 � p 1`t1 !I o - R,SH Bx4 1 wdd _o" COILING !I _ 25 L , / R/SH za6b x16 ra < — vI 1Ox10 rag — 4 , 6x16 rag 8 o gE 'ROOV . 2 o S vA LTEE cEIUNG 10x6 1 wcd � 14x8 1 wcd 0 10' FLAT 6U 6„ 10' 170 N FAV' ILY _ VAULTED CEILING .� TO 10' FLAT a u c R/SH 0 C FILING we � to m to roof cop/SIT I 5 18x18 fbrag z w/standard 70 2668 cfm bath fan `� 10x10 rag \ N _ > w w 1 x6 1 wcd n D w - _ I I 1 42X42 A/C SLAB VAULTEDCFILING , TG,D FLAT a8x lwcd PA m I. BY B LD R MIN L D`R KITC EN oZ _ u M.F o 1a D" CEILING o , A T G (LING o m o VAULTED o\ VERI 2 FROM WALL LOCATID r 0 ■ ! `)T2xs lwcd REF 160 4„ dryer duct — `\ WH RE 7 IG. " to roof cap w/dryer vent box sosa uLL Dwr1. STAiPS 12x6 1 wcd ocaTE IN MELD 155 W _ 22 1/2"x 54". _. BW2:: N DI ING Z I S VAULTCEILING REVIEWED FO O ! GARAGE TO 1 .FLAT FOYER M ODE C 8.O";CEILING S03 AREA CALCULAPOi l T. LUCIE COUNT' O ! ! S-1 a 15t ELDOR 1780 S.F. /� /+ 'BOCC W V / Of W d 3068 � �s2 � AD TOTAL LIVING (AC) 1780 S-F � /� V�J Q F-- 'L ENTRY: S�, "��'/ GARAGE 391 S.E. `. S.F '. 35 SH COVERED. ENTRY (BASE) 98. 2 COVERED PATIO/LANAI 117 S.F 0 L ^ 1 ` .. B1BB 12' So. S12 COLUMN ■ TOTAL. AREA UNDER ROOF. 2386 S.F Q Q rvO�� 00 Z IV P OF 9 I I� � 16 xT GARAGE DOOR � � �Iy 2.5 TON W/5KW 0240V 1PH NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED FILE COPY W �„ ate: > — L 18x10 plen 1 INCH UNDERCUT BELOW DOORS TO HABITABLE R OMS scale :1/4"=1'0" z-1 Transfer ducts/grills sized in with Florida Residential Building compliance Code—M1602.4 J M 0— CO J (n Q platform by balanced return air. FL a R P L A Y bldr EXCEPTIONS 1-3 SCALE 1/8' _1. C., Rating License # CAC032448 ELEVATION ",A„ Must have a minimum clearance of 4 inches around the air handler per the State Energy code. All duct has an r=6 insulation value.