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HomeMy WebLinkAboutBuilding Plans- TERMITE SPECIFICATIONS: STRUCTURAL NOTES. STRUCTURAL DESIGN CRITERIA INDEX OF DRAWINGS R318.1 CAST IN PLACE CONCRETE CODE CRITERIA SHT 1\10: TITLE TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202 , REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." NOTES: 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5 PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 11/2" TO FORM U.N.O. 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ A1064M. W WF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LEIS OF FIBER PER CUBIC YARD. 6. ALL REINFORCING STEEL /STIRRUPS AND TIES SHALL'BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL& SHALL MEET ASTM A615/ A615M GRADE 40 U,N.O. REINFORCING FOR FOOTING HALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP REINFORCING SHALL BE POSITIVELY SUPPORTED BY.T MPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL FLORIDA FIRE PREVENTION CODE 6TH EDITION (2017) FLORIDA BUILDING CODE ACCESSIBILITY 6TH EDITION (2017) NFPA 70-14, NATIONAL ELECTRICAL CODES (NEC 2014) & 6TH FBCR Ch. 3443 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318-14) SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI301.10) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2015 EDITION WOOD FRAMED CONSTRUCTION MANUAL 2015 EDITION 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. USING ADDITIONAL CROSS-REINF-CRCING TIED TO FOOLING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON LINTEL PLAN PAGE. I 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORINd ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON] GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 6th. EDITION (2017) IS TO BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I.. FOR THE CONCRETE STRENGTH. APA PLYWOOD DESIGN SPECIFICATION 2012 EDITION AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE/SEI7-10 ALUMINUM DESIGN MANUAL- 2015 EDITION 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: EXTERIOR COVERING MASONRY WALL CONST. TORY,AGENCIES (A) GOVERNING MUNICIPAL AND BODIES (B) LOCAL STATE AND FEDERAL BODIES R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C 926 AND ASTM C 1063 AND THE PROVISIONS OF THIS CODE. EXTERIOR WALL LATH ATTACHEMENT LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS EXPANDED METAL OR WOMEN WIPE LATH cuAi r BE ATTACHED TO WOOD SHEATHING WITH 11/2" LONG, 11 GAGE NAILS HAVING A 1. HOLLOW LOAD BEARING'.. UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2; CONFORMING TO ASTM C90.014, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 1900 PSI'( =1500 PSI) 2• MORTAR SHALL BE TYPE " C270-S2A. - f' , CONFORMING TO ASTM 3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8". AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR 1OFT, WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL M$05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF DEFLECTION CRITERIA ROOF TRUSSES* ROOF RAFTERS ROOF RAFTERS (W/O CLG) FLOOR TRUSSES/ BEAMS ** FLOOR I -JOIST*** LL/360 LL/180 LL/360 LL/360 LL/480 TL/240 TL/120 TL/240 TL/240 TL/240 COMMMENTS: 7/161, HEAD OR 7/8" LONG +6 GAGE STAPLES SPACED NOT MORE THAN 6 INCHES ON CENTER VERTICALLY AND HORIZONTALLY IFIER 2017 FRG R703.7.1). *TL MAX 2" UP TO 40Fr SPAN * *TL MAX 3/4" *** TL MAX 1/2" R703.7.2 PLASTER. PLASTERING PORTLAND CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHEN APPLIED OVER METAL LATH OR WIRE LATH AND SHALL NOT LESS THAN TWO COATS WHEN APPLIED OVER MASONRY, CONCRETE. GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. 8. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318.14. 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS .PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. R GENERAL ROOF LOADING 1'[ R703.7.3 WATER -RESISTIVE BARRIERS. WATER -RESISTIVE BARRIERS SHALL BE INSTALLED WHERE CEMENT PLASTER (STUCCO) IS TO BE APPLIED OVER WOOD CONSTRUCTION SHINGLE METAL TILE HEAVY WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER, THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. THE BARRIERS SHALL CONSIST OF ONE OF THE FOLLOWING. 1. TWO LAYERS OF AN APPROVED WATER RESISTANT BARRIER MATERIAL IN ACCORDANCE WITH R703.2. 2. ONE LAYER OF AN APPROVED WATER -RESISTIVE BARRIER (PAPERBACKED STUCCO LATH) OVER AN APPROVED SYNTHETIC HOUSE WRAP. R703.4 FLASHING. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. FLASHING SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. • EXTERIOR WINDOW/DOOR OPENINGS. • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTIONS WITH FRAME WALLS. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. - CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. • AT WALL AND ROOF INTERSECTIONS • AT BUILT-IN GUTTERS. ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLE END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBIN%INES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE. HEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQC, ACQ-D, CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SEX) DOES NOT. 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.OE Fb= 2600 PSI GLULAM BEAMS: SP/SP 24FV5 LAYUP 1.7E Fb=2400 PSI MIN. 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR OR OSB FLOOR SHEATHING: T&G AC GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. WALL SHEATHING: 7/16" STRUCTURAL I OSB EXPOSURE 10R 15/32" RATED OSB EXPOSURE 1 TOP CHORD LL TOP CHORD DL 20 7 20 7 20 15 20 25 BOTTOM CHORD LL* BOTTOM CHORD DL 0 10 0 10 0 10 0 10 TOTAL (PSF) 37 37. 45 55 BOTTOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE ATTICS W/ HEAVY STORAGE * ATTICS W/ NO STORAGE (NON -CONCURRENT) 20 50 10 NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN APPROVAL FROM FOR OR INDICATED ON PLAN GENERAL FLOOR LOADING TOP CHORD LL 40 (PSF) COMMMENTS: A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEENPANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL I 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 3.1 FOUNDATION DETAILS 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS o S-3 DETAILS S-4 DETAILS a S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS N M-1 HVAC g I 0 wow O 1 F� E J Nc21 * a r Pam% OF 3 � E m i � P• loil � I c � 3 a 6 c m E a m m N y - Wsm=m I- pa NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIE ED. TOP CHORD DL 10 (PSF) x m 2 0.4 g m PRE ENGINEERED WOOD TRUSSES BOTTOM CHORD o(PSF) SEE FLOOR PLAN FOR ACTUAL- PRESSURES a $Igo a q o W BOTTOM CHORD DL 5 (PSF) ¢ E LL m B 3 a: 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE. SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER,E Q Z W 3 0 ill STRUCTURAL PLAN m �' ' X E D d o R 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS SPECIAL FLOOR LOADING w W h W zo s o -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. 6 U aj X B f r m 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO GAME ROOM 60 (PSF) COMMMENTS g n Z -A 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRWITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL ED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. BALCONIES BALCONIES/ VVER 100 SQ:FT 1D LOAD. 00 (PSF) DECKS gLL ag 0 o -_+ 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY LIGHT STORAGE 125 (PSF) $ g $ I,a W1WY.FDSENG.00M ❑ ❑ THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. LIBRARIES - 2 LIBR 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. READING ROOMS 60 (PSF) m Cr) N2 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. STACK ROOMS 150 (PSF) SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, 1- o AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED GUARD RAIL @ HAND RAILS (d) 200 (PSF) AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. GUARD RAILS IN FILL COMP. (f) 50 (PSF) ,yZlwaa_' ^l' 5 Q 8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) '3 o SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 (PSF) STAIRS STAIRS 40 (PSF) ', Ln - UPLIFT CONNECTORS FOOTNOTES N M d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED THE TOR'-"- - 10 TO UPLJFr OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD f• BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A > m W v NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS; AND STRUCTURAL PLANS FOR E a MORE INFO. HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. V 0 w V) c a FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: t^ 9 M I 1. MISSED "1" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. It is the intent of Designer/Engineer listed in the tltleblock of these o w .tog r ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. documents that these documents be accurate, providing Licensed '- PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals clear information. Every attempt has been made to 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG #5 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error. The Builder and all subcontractors are required to = THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE) MIXED PER THE MFGR'S 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE review all the information contained In these documents, prior to ,�` ¢ ' d ?e Q m INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 6TH EDITION (2017) RESIDENTIAL. the commencement of any work. The Designer/Engineer are not ` 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, omisslons,or misinterpretations DURING BOND BEAM POUR. CONTROL OF CONSTRUCTION SITE: undetected and not reported to the Designer / Engineer prior to c DAMS HOMES l 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT (BAR DOES NOT HAVE TO BE CONT. 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 construction. All construction MUST be In accordance to the o TO FOOTING). information found in these documents. Any questions regarding the 0 MAY BE SUBSTITUTED WITH 1 SIMPSON MTSM16 TWIST STRAP W 4 'A"x 24" TITENS TO CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE information found in these plans should be directed to our Quality d FLORIDA CONTRACTORS LICENSE NO. CRC1330146 ' 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION M () / () 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 5 MASONRY AND ACTOR NAILS TO TRUSS FOR UPLIFTS LESS THAN /4" 1 (USE (2) SCREW FOR UPLIFTS LESS THAN TENS O. IF CORNER STRAP IS THEFT VANDALISM TRESPASS OR ANY OTHER Assurance Manager Immediately. No backcharges will be considered ,; GULFBREEZE PARKWAY TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, 3000 G MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM�O W/ (4) 1/4" x 1 1/2" SDS SCREWS (5)1/4" x 2 1/4" TITENS ONE EACH SIDE OF TRUSS.for reimbursement by the Designer/Engineer without advanced m PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED T0, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER notification and approval by the Designer/Engineer. a GULFBREEZE, FLORIDA 32563 TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON DUTY T CONSTRUCTION AND KA AND FOR HAS NO DUO . 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. MISSED, CONTACT THE FOR FOR SUBSTITUTION. o DIVISION LOCATION: CODE REFERENCES ARE SUMMARIES OFF CODE SECTIONS. H PORT ST. LUCIE 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. B. Job Information: 16d x 2-1/2" NAILS AND5/8" ANCHOR BOLT SET IN S MPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT ,,�/tt q� FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. •<7 pr J +'. O Z.7 MASTER REVISIONS F'VIEWED FOR g i- DATE DESCRIPTION CODE COMPLIA, ST. LUCIE COU' I„_, D A M S H M EOCC a Lo z 0 P ® S'l `r,/I LL a O M m W v (J J Of Northwest Florida N ci rl COQ) J �• �. N a Cn Model Name / Number: 000 GULFBREEZE PARKWAY GULFURkE[ZC9 FLOGR3OA 322563 2265 FILE COPY VT Plan Issue Date: Wednesday, December 09, 2020 � V KA PROJECT NUMBER: 204146 MODEm.L 2265 2CFL N Sheet: Of: Pi COVER SHEET WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY 11 BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.1S NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 3OFT ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT e 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA O O (+) 27.6 (+) 27.6 10 (-) 29.9 (-) 37.0 (+) 26.5 (+) 26.5 20 (-) 28.8 (-) 34.4 O 50 + 24.8 O + 24.8 0 0 (-) 27.1 (-) 31.1 e OO + 23:4 () + 23.4 () 100 (.) 25.7 (-) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x 7'-0" 16'-0" x 7'-0" 1-) 51.3 (+) 24.3 (+) 23.3 (-) 27.5 (-) 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" =END ZONE IS ONLY W/IN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT TOP LKII'TOM MARK SPACING SPECIES CAP.010 BW1 Is- (2) led TOENAILS (2) led TOENAILS SPF NO UPLIFT BW2 18" SP2 W/ (%iOd SPS W/ 16}10d SPF 402 STUD, (0)10d PLATE STUD, (4)10d PLATE BW3 16- 1 SP2 W/ (e)10d (2) SP1 W/ (8)10d SPF 803 T) STUD 8 16d PLATE STUD, 4 10d PLATE BW4LIFT Is. (2) led TOENAILS (2)16d TOENAILS SYP UP BW5 SP2 W/ (6),10d SPi W/ (%10d 16' STUD. (61 10d PLATE STUD 4 10d PLATE SYP 439 BW6 (2) SP2 W/ (6)10d SPd W/ (61-1oa SYP 878 18" STUD 8 10d PLATE STUD 4 SOd PLATE BW7 12' (2)18d TOENAILS (2)18d TOENAILS SPF NO UPLIFT SP2 W/ (61.10d SPS W/ (6)-30d BW8 12" STUD, (6)10d PLATE STUD, (4) SOd PLATE SPF 536 ® 12" STUD (6)10d PLATE STUD, (4) SOd PLATE SPF 1070 E W10 12" (2) led TOENAILS (2) led TOENAILS SYP 0 SP2 W/ (8}IOd SP1 W/ (%lOd BW11 �" STUD, 8 told PLATE STUD, (4)10d PLATE SYP 1 585 BW12 (2) SP2 W/ (6)10d SPS W/ IG}1Dd 12' STUD, (a)10d PLATE STUD, (4) 1001 PLATE SYP 1170 BW13 NOT USED RUBLE 2x TOP PLATE TOP OF. _ - WALE SEE PLAN '9� MASONRY WALL OR ICF WALL. SEE PLAN 2x STUDS PER DOUBLE 2x HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WFO9/S3 FOR CONNECTION INPO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH EE MS03/5-1 FOR NO UPLIFT CONNECTORS BAG WALLW INDICATED IN WFO9 CAN MASONRY WALL BEIGNORED, 0 CONNECTION INFO 2x MID -SPAN BLOCKING CONNECTORS W/ (2)12d TOENAILS 0 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" AB ®32" O C W/ 7" INFO EMBEDMENT OR 1/2' A.T.R. W/ SIMPSON SET W/ SW-- SHEARWALL �:I MIN. 7" EMBEDMENT PAST STEP DOWN. �REQUIRES MIN Al SIMPSON 1/2" TITEN HD 0 32" O.C. - 7/18' OSB PLYW'D W/ SAME EMBEDMENT W/8tl NAILS AT 4-m SEE GENERAL NOTE#8 BRG. WALL DETAIL IN F12 AND EDGE. GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED UNO. 0 BE 2. ALL STRUCTURAL LUMBER T SYP #I OR SPF 02 UNO ON PLAN. 3. CONNECTIONS TO BE INSTALLED TO STUD INDICATED N BE S 4. SPA, SP8 AND SCONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SPS AND SP2 INDICATED IN SCHEDULE ABOVE 5. IF"BW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE WF06/S3.1 OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO FIRST FLOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) B. IF "SW" IS INDICATED THE WALL IS CONSIDERED A SHEARWALL AND REQUIRES MIN, 7/16" OSB PLYWOOD W/ Sd NAILS AT 4" O.C. IN FIELD AND EDGE TO (1) SIDE OF WALL 7. ALL 29 EXTERIOR WALLS W/ EXTERIGR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE S. IF THE BEARING WALL IS INDICATED WITH THE DWI, BW4, BW7. BWIO THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOE NAILED TO THE PLATE AND THE 2% PLATE CAN BE ATTACHED WITH HARD CASED NAILS (GUN NAILS) AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 9. SP1/SP2�DRIVE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD.1Od= CA46" DIA. x 3" LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) DONN. & FASTENER UPLIFT(Lb) Cl 1 (3) 2 x 4 #2 SPF (4) - led TOENAILS 0 1E(3) 2 4 02 SPF DTT2Z W/ 1/2' WEDGE ANCHOR* & (8) 1/4' X 11/2' 2145 x SDS SCREWS (3)2x 4 SYP #I DR- (4)-16d TOENAILS 0 DTT2Z W/ 1/2" WEDGE 2145 (4)2 x4 SPF #2 ANCHOR* & (8) 1/4- X 11/2' SOS SCREWS C5 T 4z4P. .#2 AB1144 W 5 8" ATR / / G = e6B6 U = 2200 SYP POST (12) & -18tl NAILS 6 x 8 P.T. #2 ASU66 W/ 5/8" ATR** G -12000 SYP POST & (12) - led NAILS U = 2300 8x8P.T.#2 - ABUSE W/(2)-5/8"ATR** G=24336 C7 SYP POST &(18)-led NAILS U-2320 3.5 x 3.5 P.L. 1.8E Fb=2400 PSI HOUSSIDS2.5 W/ (14)1/4- x 21/2" SDS WS & 5/8- EPDXY 5645 (WOLMANIZED IF EXT.) CHOIRANGRGRATR** 3.5 x 5.25 P.L. HDD53DS2.5 W/ (14)1/4. x 1.8E Fb=2400 PSI 21/2" SOB WS & 5/8' EXOPY 5645 WOLMANIZED IF EXT. ANCHOR, OR ATR** C10 3.5 x 7 P.L. 1.8E Fb-2400 PSI HDUSSOS2.5 W/ (20)1/4" x 21/2" SDS WS & 7/8' EPDXY 6970 (WOLMANIZED IF EXT.) ANCHOR OR ATR*** Cif 5.25 z 5. 5 .L. 1.8E FW2400 PSI HOU8-SDS2.5 W/ (20)1/4" x 2 1/2" SDS WS & 7/8' EPDXY 7870 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** 7 x 7 P.L. HDU8SDS2.5 W/ (20)1/4" x ©1.8E 12 Fb-2400 PSI 21/2- SDS WS & 7/8" EPDXY 7870 (WOLMANIZED IF EXT.) ANCHOR OR ATR*** 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" ATR 8" EMBEDMENT FOR 5/8' ATR 8" EMBEDMENT FOR 7/8- ATR 5. IF ICI COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 6. SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALLAM COLUMNS (1-851 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 v . GUN APPLICATION NAIL DIA.IENGTH NAIL SPACING 8d 0431" X 2 %' 0.131" X 21h' SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS 10d OR 12d 0.148' X 3' 0.131' X 3' SEE PLAN BLOCKING & TOE OA48" X 3'A* 0.131" % 3 iY NAILS & TOP PLATE 12d 0.148" X 344" 0.131" X 31A' 8" 0.C.(COMMON) STUD WALL 6" O.C. GUN NAIL CORNERS SOd 0.148' X 3' 0.131" X 3' 8' O.C.(COMMON) STUD PACK 8' O.C. GUN NAILI COLUMNS 18d 0.182' %3 "h' 0,131' X 3?P (2) S6D(COMMON) SEE PLAN (3) ISO 1 GUN NAILS) BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS (2) - 2 x 8 #2 SYP W/ 7/16' CONNECTION: PROVIDE (2) M OSBG11 PLATE. NAIL BEAMTO BEAM TOGETHER USING (2) W SIMPSON HTS20 TO WOOD POST ROWS OF SZtl NAILS ®12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL U.N.O. ON ROOF PLAN. (2) - 2 x 10 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING SIMPSON HTS20 TO WOOD POST ROWS OF NAILS ®122"' OR (2) SIMPSON HETA36 TO CMU AC H SIDE O.C. TYP EACH COL U.N.O. ON ROOF PLAN. (2) - 2 x 12 #2 SYP W/ 7/18" CONNECTION: PROVIDE (2) OSB PLRCH PLATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS 012" OR (2) SIMPSON HETA16 TO Cl O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) .13/4" x 111/4" LVL CONNECTION: PROVIDE (2) /� 2.0E Fb-2600 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) .6.. ]� `P\'•'/'Y TOGETHER USING 12) ROWS SIMPSON HTS20 TO WOOD POST 1/4' x 31/2" SDS WOOD OR (2) SIMPSON HETA16 TO CMU SCREWS 0 is' O.C. TYP. COL U.N.O. ON ROOF PLAN. EACH SIDE. (2)-13/4"x117/8"LVL 2.0E Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 3 1/2' SOB WOOD SIMPSON HTS20 TO WOOD POST SCREWS 016" O.C. TYP. OR (2) SIMPSON HETAl6 TO CMU EACH SIDE COL U.N.O. ON ROOF PLAN. (2) -13/4' x 16" LVL 2.OE Fb=2e00 PSI. NAIL BEAM CONNECTION: PROVIDE (2) (v1 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 31/2' SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS 4/ 16" O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. GENERAL BEAM NOTES 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN. 4" BEARING EACH END) 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANYWAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H2 (2) - 2X8 #2 SYP SEE GENERAL HEADER NOTE #5 WHIZ" FLITCH PLATE THIS SHEET H3 (2) - 2X10 #2 SYP SEE GENERAL HEADER NOTE #5 W/ VT FLITCH PLATE THIS SHEET (2) - 2X12 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H5 (3)-1314"X 111/4 ATTACH TOGETHER W/(2)ROWS 114"X312' LVL 2.0E Fb=2600 PSI SOS WD SCREWS @ 1S" O.C. TYP. EACH SIDE H6 (2)-13/4"X 91/4 ATTACH TOGETHER W/(3) ROWS IN' X 3112 LVL 2.0E Fb=2600 PSI SDS WD SCREWS 0IV O.C. TIP. EACH SIDE HEADER SUPPORT NO. OF JACKS & STUDS REO. AT OPENINGS OPENING 2X4 WALL 2x6 OR 2x8 WALL JACKS KINGS JACKS KINGS SIZE EA. END EA. END EA. END EA. END V-0"-3'-11" (1) (2) (1) (2) 4'-0" - 9,-0" (2) (3) (2) (2) 10'-0" -16'-0" (3) (4) (3) (4) GENERAL HEADER NOTES J. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE let FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS UNO ON PLAN 3, IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/S3 5, FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12" O.C. ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER. 6. FASTEN ALL HEADERS TO KING STUDS WITH (3) 12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. 25 SH 11'•5" EGRESS T JIBERGLASS TUB / SHOWER 'i�., BEDROOM 41 O BATH 3 8'-0" CLG ¢ 8'-0" CLG N - 18" PRECAST ABOVE �l _ _ 18" PRECAST ABOVE _ _ V -_ _ 101 / A.B. N BW1 TTACHMENTLANAI 60 a K) 9 m W-O" CLG a ®A2.86 N H4 O O I 6'$" 1%6" 3'-5" BREAKFAST 10'-0" CLG 2-2068 2668 8' CLG s! z 38" FLAT BAR 3 N R/SH TOP ON 34°h" WALL R/SH 3'-6" ' 2,-8„ 3'$" 3'•11"r2'-10" N , ' 2-2068 2668 -. _ _ _ _ _ 11'$" BEDROOM 3 Q O ti8'-0" CLG r: lOKITCHEN CLG p i ON G.T. fL W 2'-2" o0 L 'Alf J1� y N LL) 00 w 8'-0" CLG '�--DROP oo 11' 6" N 12'-10" 1 CLG in Ou=j N W 2468 R/A 2168 L BEDROOM 2, . 4 8'-0" CLG I " 00 _ 04 W BATH N 2 HANSON BOX oo 81-0' ® 36" AFF ' FRAME DOWN MARY A/C LOC. PERMITTED BY ;. ORDINANCE I CEILING TO 8'CLG. 3'$" , ' ' ` W 4'-0" ' 5'�"A TUB /SHOWER ' ' v UTILI 2-2665 N 8'-0" CLG ' =H4WR/SH ' BIBB 3'-0" -- -- --' -- 2868 VF77�JEBW3 REQUREDOBETWEENNOPENINGS S•1 S-1 11'$" 5' ---------------- ATTIC ACCESS ; LOCATE INFIELD - 22" X 36_ MIN 2 CAR GARAGE 8'-0" CLG ------------------------------___--__-_, , , , i , , MS12 S-2 t ; O i H ' 16 x 7 OVERHEAD DOOR O (2) 3050 SH BW3 IN FIELD MIN. FAMILY ROOM 10'-D" CLG DEL 25 SH ©OWNER OEQROOM 8'-0" CLG i N iD N �- i 1. 13'-10" i R/3H I , f :m ro x m 'o �I ,N R/SH ? R/SH LL J 0 0 0 0 1'$" 2-' 2- O'S BATH 8'-0" CLG rl N 2468 10" COL. - I 0 1,F) SHWR rc - 1 5-SH TIRO BOX TO 9'-0" ------ 6" WALL 3'_8" 5'-4" 4'-10" i" 1 q a FOYER i* C2 BW3 I I C5 ' • ' DINING ROOM :o l 10'-0" CLG 10,_0„ CLG i x i mi 9 m' a : I ' LIVING ROOM DRYER VENT THRU ROOF F01 , , , p , S3 H4 O , ¢ L. ❑, p , - - _ - - - INVERTED HIP TO 10' , R MAX LGT 35' , , : : 0 TER DO UNIT , M , \ VERI WINDOW TYPE ' BE EEN W \ WIT ELEVATION 3068 3" X 10" G EGRESPROJECTIONS fLr' (2) -1 SIDE0 CORNER ALL LOC'S \ I \ DBL 26 SH TRA OM ASHOWN \ i © CDO4 „ . T' METFV © TRANS ' \rV A u�l FENTRY;ROOF TRS -V DBIL 25 SH r Q N CRAFTSMAN ELEVATION NOTE: AT ALL FRONT ENTRY COLUMN LOCATIONS USE THE FOLLOWING: PROVIDE 18" SQUARE BRICK BASE WRAPPING POST AS REQUIRED SEE ELEVATION FOR BASE HEIGHT &1I/]N REAMS WITH ROOTS OSEE DET. MS03 ON SHEET S-1. ATTACHED TO CMU W/ (1) JACK STUD W/ (2) ROWS 12d NAILS STAGGERED a 8" O.C. aALT. BASE CONNECTION TO HTT4 (1) SIMPSON DSP EA. SIDE @ ENTRY ONLY FLOOR PLAN ELEVATION "A" & "B" SCALE: 1/4" = V-O" 160 MPH OPENING PRESSURES ENCLOSED -EXPOSURE B JA +27.6 / -29.9 g +27.6 / 37.0 © +26.5 / -28.8 O +26.5 / 34.4 O+24.8 / -27.1 F +24.8 / 31.1 O+24.3 / -27.5 O +23.3 / -26.0 ai NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE 'ALLOWABLE" PRESSURES WALL LEGEND o FRAMED WALL HOSE BIBB BEARINCI 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. $ G 11111111111111111 MASONRY WALL � N ct shall GENERAL NOTES J 1. R302.5.1 Door from a g rage Into house must be a minimum 1 3/8" solid wood door, solid or honeycomb steel door, or 20 Minute fire rated door. I 1 2. Bathroom exhaust fans must vent to the anterior of ' the building, exhaust to attic space and soffits is not J acceptable. Ventilation shall be permitted to exit through the soffit if solid soffit is installed 5'-0" on each side of the venting. ; ) 3. R302.6 The garage shall be separated from the j residence and It's attic by not less than 1/2-Inch ' (12.7mm) gypsum board applied to the garage side. Garage beneath rooms shall be separated from all ' habitable rooms above by not less than 5/8 Inch (15.9mm) type X gypsum board or equivalent. Where i the separation is a floor -ceiling assembly, the t rt' tit ti I ' eaa-;c;t,la¢t II7 vN0 �a s 10 N �a0" ,JNTJltaaya s ru ure suppo Ong a separa 0n s so a a W$ m Itprotected by not less than 1/2 Inch (12.7mm) r; g F IS. .NH W gypsum board or equivalent. G A P F 00 Qm uac R312.2.1 Window sills In dwelling units where the �a opening of an operable window is located more than w E a O „� W 72 inches (1829 mm) above the finished grade or , 'd ^ W ti $ w surface below, the lowest part of the clear opening v m " 91 of the window shall be a minimum of 24 inches m R �' LL :: a w 610 mm) above the finished floor of the room inI75 _ c which the window is located. Glazing between the )F Q Z = a � a c floor and 24 inches (610 mm) shall be fixed or have Y E o i C d � � openings through which a 4-inch-diameter (102 mm) 'S ,� e N f a ¢ o CO sphere cannot pass. A if B a 2, Na i Is R308.4.2 All windows within 2'-0" of doors and in Z o 5 shower or tub areas will be safety tempered glass. III ca WMY.FDSENG.COM ❑ ❑ ❑ Ceiling for exterior entries and covered porches to have 7/16 VI6". span rated OSB nailed per zone on '4 roof diagram nailing schedule or 5/8" CDX. Z M 1X T&G acceptable for substitution. $ 28 o G C4N EC: R402.2.4 Access doors from conditioned spaces to QQa < unconditioned spaces (e.g., attics and crawl spaces) � y shall be weatherstripped and insulated to a level �- equivalent to the insulation on the surrounding G surfaces. Z Go t?, IP T� o U-) 0 M MJ Laundry Note: (Unless noted otherwise) Provide dryer vent thru roof max. igL 35'-0", washer & dryer units .o +--+ w -6 (washer unit to be always on left side when facing K units) hanson box 0 36" aff U - m 0 w Ceilings for anterior entries and covered porches to be 9 ` ' L/IC) Lu ai(O 1�1i 1 7/16" OSB on underside of roof trusses shall be attached to all framing members with 2x blocking u7 U J CMD provided at perimeter. The OSB shall be attached w/ 8d o w = N o i nails at 6" O.C. field and 4" O.C. at edges or 7d screw QQ "III' shank 3" O.C. field and 4" edges. Vinyl ceiling to be attaches to OSB per manufacturer specifications = U 00 o o!lid Q NCI UFO \,W DAMS HOMES REVIEW v REVIEWED FOR 7 RORIDA CONTRACTORS UCENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY CODE COMPLIANC GULFBREEZE, FLORIDA 32563 ST. LUCIE COON DIVISION LOCATION: BOCC PORT ST. LUCIE Job Information: IC N O v � � z R V FILE Cop� > CN o C4 CN 3 L Z i V m � FE O J ED N O GO LL- VrModel Name / Number. V, 4( 2265 AREA CALCULATIONS VI Plan Issue Date: 1st FLOOR 2281 S.F. Wednesday, December 09, 2020 b KA PROJECT NUMBER: TOTAL LIVING (AC) 2281 S.F. 20-43AS GARAGE 476 S.F. Sheet: Of: .Mi COVERED ENTRY (BASE) 57 S.F. R COVERED PATIO/LANAI 186 S.F. TOTAL AREA UNDER ROOF 3000 S.F. FLOOR PLAN 2" VTR in I 4 � 11-01. 4 ■ ■ ■ ° ■ ■ ■ ■ ■ ■ ■ 9 - - - -^ ------- -- •-- --------- *r- " TUB SHWR ; I `Q F2.5 4" PATIO SLAB FM03 F3. 1 HOSE BIBB � I , W/8" x 8" THK'N I _ I,I -------- .-------------- I I �I 3.1 •I EDGE ' 3.1 ' 1� O% tf'1 OP I I n i l y i 4' 6" 2'-8- 16.,2" W/pI I JI y I I` - 1 I 1 I ■ ^Y11 11 ■ , ••I Ilo ----------------- OQ to , I I I II LAV L J 4" STEPDOWN I 1 1 _______________ _________________________ __ FM01 a0 ' ' °9a LAV I 40 � 1 I I :I;I I I , , ' � I I ' I I I ' I , v ' I � ■ cC 40 IC.J. ' ■ SINK ' N5'-5" 17.6" ' 21'_2" 8'-7" I T ■ ; �o o.1 �o__o_,_;__ a i Ir DI Ir DI 00 LLB JJ LLB JJ I �p LAV LAV ■ v , I I , C.J. o i I 4'b' 7,-6" in ■ I I O ci I ■ , I 1 I ' O 1 I I I i W/C 3 X 5 F.G. II ' FM01 3.1 .. LAV I C HVAC AIII I II SHWR r M m ■ r r; �i' `------- B WA4L & _ ■ V' PROVIDE CHASE N W/C �•_____, FOR HVAC UNIT-3. tpIILtiIL FF 0 i o � ------- III ; I I I W I I r co I 14'-0" J I. I C•�t01 TUB/SHWR o, L = J I J� FM01 00 , .aY �I M01 ; * - - I'- ' I ' ------- ------------ -I I 'I' III � 3.1 � ,H FM01 I IQ 'n I I`: :'I I ' O i � ' •----------------- -- ---^ i i") 1I LL ■ ■ ' ■ ■ ■ ■ ■ 4" STEP ON ■ ■ ■' i 4" STEP DN ; 1 ; ' FM11 3.1 I o 2--11„ 1" 7.-O„ 2,.2" 1,$„ i 3.1 I i I - , i w 1q , 1 I`qn M FM03 I `- ---------- ---------------------' d Q T IC 3.1 n F ■ ■ ■ FM02 I 3.1 I I 4 I I I _ ____________. N ■ I I ' I I I I I I I I C.J. SEE NOTE 6 I 12'-8" 10'-0" 12'-4" (� O T N 0 rI N I ■ 0 z ■Lo w w fn ti I I I MASON TO COORDINATE W/ BUILDER LOCATION OF ELEC. GROUNDING. SEE ELECTRICAL SHEET FOR DETAILS HOSE ; I .1 BIBB `---------- '---- -'-'---- ------------ --------------------- 1 LAY. 2 VTR LAV, C/D Tua W.C. SHWR. 3'-0" 16'-0" C/O LAY. D.W. SINK 2" VTR 31' LAY. W.G. TUB 22'.0" 3" 411 L vTR �I L T. 4")TO SAN" 3 WASH, LAV. I SEWER W.C. TUB PLUMBING RISER NTS 14'-8" FOUNDATION PLAN SCALE: 1/4" = V-O" ELEVATION "A" & "B" 1 GENERAL FOUNDATION NOTES: 1 PROVIDE MIN. 6 MIL APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2 4" 3000 PSI CONC. SLAB W/ 6X610/10 W W M, OR FlBERMESH /FlBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ j MANUF'S INSTRUCTIONS AND NER-284 FOR FlBERMESH OR NERA14 FOR FlBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER & TREATED FOR TERMITES. 3 • INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR. TO BEAM W/ (1) #5 REBAR TYPICAL ABOVE SLAB. HOOKED Pro. DOWELS 17' EMBEDMENT W/ 30- EXT. ABOVE SLAB. 4 CONSULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE U.N.O. ON PLAN. 6 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. FILL CUT W/ APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD, 7 NO WOOD STAKES PERMITTED IN FOUNDATION. 8 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. 9 ALL FOOTING SHALL BE MIN 12" BELOW GRADE 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 95% 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 2000 PSF. FOOTING SCHEDULE MARK SIZE DEPTH REINFORCING GRAVITY CAP. [Ib5] F1.0 11-0" X CONT. 1'-0' 2 #5 E.W. ROT. 2000 F2. 22'o' X 2'-0' 1'-0' 3 45 E.W. BOT. 7200 E2.5 I 2'E° X 2'.6' 11-0" 3 #5 E.W. SOT. 11000 F3.0 31-0" X 3'-0' 1'-0" 4 #5 E.W. BOT. 4 #5 E.W. BOT. 1560D 21500 F3.5 X-6' X 3'-8' 4'-W X 4'4" 4'£" X 4'b" 5'-0" X 5'-O' 6%0" X S'-0" 1`0' 1'-0" V-4" 1.-4" 1'-4" F4.0 5 45 E.W. BOT. 28DOO EZ511 5 #5 E.W. SOT. 34500 F5.0 6 #5 E.W. BOT. 42500 F6.0 7 #5 E.W. BOT. 61500 LEGEND 0 - INDICATES SINGLE -STORY FOOTING ® - INDICATES TWO-STORY FOOTING - INDICATES PAD FOOTING_. REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC FILE COPY % 1,tiiii r8 Icl ti \ 7S64 v N O'. E .. pT$ o P C)V� SIONPU� II/IiiliLiT, �; I w00 a E IiWF In in m yg ®N M m o a i v iu l UlHall M 0) yi5 air ° Nemm 2. Ho 2 U � s° ❑❑❑ I- NM1NY.FDSENG.COM n, LIDW z 0 N — O O z 10 z Q J � ' a M Z r M o� 1/ W 0 OfN = Q; J — 5 X,05 m CPO co . A � Q am tl1AMQ LJAM!'Q N B FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE,FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE -*I Job Information: O z eH t w N ro y V M 3 E U N N m d: QJ00 LJ� 00 J 00 OO U) V1 Model Name / Number: 2265 V1 Plan Issue Date: Wednesday, December 09, 2020 ♦ KA PROJECT NUMBER: 20-4146 Sheet: /� Of: o 3 N m FOUNDATION PLAN (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. GRADE REINF- SEE PLAN z I N 16" (2) #5 REBAR (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. 8" OPTIONAL CURB FOR F F_ VARIES MASONRY @ ELEV. 0'-0" W/ (1) - #5 BAR CONT. _• , o ( 2 STORY: 20" X 20" REINF. cv W/ (3) - #5 CONT. SEE PLAN (2) # 5 REBAR BEARING I F�" FM01 I SINGLE STORY FTG 1/2" = V-0" 1 FM02 I SECTION @ GARAGE 1/2" =1'-0" REINF. SEE PLAN F.F ao 811 (1)#5 REBAR CONT. FM03 I THICKENED EDGE 11/2' 1'-0" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. 2x BRG. WALL IF GREATER THAN 24" CONTACT FOR OR (SEE FLOOR PLAN FOR REFERENCE FMASW FOR STEM WALL OPTION MORE INFORMATION) PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE OF GARAGE DOOR. EXTEND 6" BEYOND F.O.M. EACH END, TYP. GAR FIN. FLR. i V ALIGN DRIVE W/ BOTTOM OF RECESS & PITCH DRIVE N • 2 STORY: 20" X 20" 4" CONC. DRIVE W/ 1/2" EXP W/ (3) - #5 CONT. 2 STORY: 20" X 20" JOINTS 10" O.C. TYP. 16" (2) #5 REBAR FM09 I SECTION @ GAR. DOOR 1/z"=1'-0" FM10 INTERIOR BRG WALL 2x BRG. WALL 2 STORY: 20" X 20" (SEE FLOOR PLAN W/ 3) - #5 CONT. FOR MORE INFORMATION) N 4" 16" 4" FM11 I STEP DOWN BRG. REBAR 1/2" = V-O" SEE PLAN INI -(2) #5 REBAR 1/2" = 1'-0" 1 c ♦♦♦♦��R6L0uT a f sus. 4 t4 87 *: o S .T OF : r 0P �+'rsarr'rrioTix III Fcw Bg W co �ro , N m 21,20 y G. G m " ayc,i2 W a w Z C d ail soQ'¢' a m�v 3 o Y L� q� f " 0 O yF Z� PI? LL ¢ aQ "� � RB• 1s 2 U J o s �' 'a W6WV.FDSENG.COM 0 OPTIONAL CURB SLOPED GROUT a. ., ^' -, '• OR MASONRY AT TO DRAIN 4"x 4"x 16" SEE PLAN w (9 ELEV. BAR WITH CURB w TYP. SEC. y (W� z o (1) #5 BAR CONT. - (G.C. VERIFY) z N 10 I _ REINF. � ` '= `J Q � f 0 �� F F (SEE PLAN) d 2 #5 CONT. �//� d `n INSTALL LINING ""` * * 2 #5 BENT BARS W/ / / — In 16 MATERIALS PER y y MIN. 25" LAP SPLICE �,/ N z m FBGR P2709.2 - n1 _ N ////���' `` MUDDED FUR. " t0 W � SLOPED TO DRAIN MIN. fa p #5 CONT. E O w uun- FM14 SECTION @ RECESS SHOWER 1/2' 1'-0" FM18 TYP. STEP FTG. DETAIL 1/2"=1'-0" Ln c J `v, c m t0 i(6 U W m _- ALTERNATE: " U - <v E THE REINF. BARS SHALL BE GRADE REINF I- t q #5 CONT REINF. SEE PLAN = 5 °G y CONTINUOUS AROUND CORNER SEE END. FOR = U o �' BY COLD BENDING THE BAR WITH - c was -' MIN. BAR LAP OF 25" QUANTITY 0"u Q N OWI QMW #5 X 25" X 25" o ' ® DAMS HOMES CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. -� FOR e FLORIDA CONTRACTORS LICENSE NO. CRC1330146 (2) #5ikVED 16" -OMPLIAN � A/C CHASE sTDr S1Ec gOUNT C6 3000 GULFBREEZE PARKWAY z 4" PVC SLEEVE W/(3) THRU FOOTING �C GULFBREEZE, FLORIDA 32563 € DIVISION LOCATION: v FM19 TYP. CORNER BAR DETAIL 14/2"=1'-0" FM23 i TYP. FND PENETRATION 1/2"=V-0" PORT ST. LUCIE d STEMWALL SCHEDULE STEMWALL FOOTING DIMENSION NUMBER/SIZE OF BARS LAT. MAXIMUM F.C. SPACING (D.C.) d 1 STORY d 2 STORY b 1 STORY b 2 STORY HEIGHT (h) IN STEM WALL O'-0"-2'-0" 8" 10" 16" 20" W/ (2) #5 BARS <674# 6'-8" >2'-0"-3'-4" 10" 10" 20" 24" W/ (3) #5 BARS 674# 5'-4" >3'-4" - 4'-0" 12" 12' 32" 32" W/ (4) #5 BARS 845# 4'-0" >4'-0" - 5'-4" 16" 16" 48" 48" W/ (5) #5 BARS CONT. 1162# 2'-8" & #5 @ 18" O.C. TRANSV. SEE FOUNDATION PLAN I FOR F.C. SPACING ABOVE SLAB LEVEL SEE CHART ABV. -MAX. F.C. SPACING (D.C.) W.W.M. TO BE TIED TO #5 CONT. REBAR (1) #5 HORIZ. CONT. TIED 1 EA. VERTICAL REINF. BAR- #4 TURN BAR 0 STEM WALLS GREATER THAN 4--W (1) #5 HORIZ. CONT TIED - EA. VERTICAL REINF FIN GRADE-8" MIN TO TOP OF STRIP FIG. COMPACTED CLEAN FILL IN MAX 12" LIFTS STRIP FIG. W/ QTY OF REINF. PER SCHEDULE (3 SHOWN) COVER G FMASW I STEM WALL SCHEDULE #v IJob Information: a N N 0 w N m o Z N U7) :ILE COPY NOTES: 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND VERT. F.C. ABV, FDN. WALL WHEN STEM WALL EXCEEDS 4'-0" FIBERMESH CAN NOT BE USED AND PER PLAN SPACING #4 TURN BARS ARE REQUIRED @ EACH FILLED CELL LOCATION, EACH BAR TO TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-W INTO SLAB/ STEM SEE NOTE #9 3.IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO CONSTRUCTION FOR MORE INFORMATION 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK "16" FILLING IS TAKING PLACE c. 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK @ 16" h . O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" 0 C TALL (TYPICAL ALL CORNER;) 6.IF STEMWALL IS WITH IN 5'-0- OF POOL OR WATER FEATURE FOUNDATIONS 7' ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. > +SEE NOTE 5 8.R.403.1.4 MINIMUN DEPTH: ALL EXTERIOR FOOTINGS (BOTTOM) SHALL BE PLACED AT LEAST 12" BELOW THE UNDISTURBED GROUND SURFACE. 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL NTS o 0 W N cm U N N m m J N N U M W N D_ r — t J W 04 JmU)(n Model Name / Number: 2265 oVT Plan Issue Date: w Wednesday, December 09, 2020 c � VT KA PROJECT NUMBER: Y 20-4146 a Sheet: N 3 . Of. m FOUNDATION DETAILS LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 2,281 x 3 = 6,843 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 1 400 GEN LIGHT'G & RECEPT. + APP. CIR. = 35,393 SUBTRACT 100 % OF FIRST 10,000-10,000 A= 25,393 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10'000 A/C ( AUXILIARY HEAT STRIP ) 10,000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS @ 100%=10,000 + 40% OF "A" = (.40 x 25,393)=10,157 + 100% OF "B" = (20,000) = 20,000 TOTAL WATTAGE = 40,157 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 167 4 INSTALL FAN 9OX PREWIRE 1! � WP GFI VERIFY LOCATION WITH BUILDER l0- / - INSTALL FAN- / --NSTAIL FAN BOX PREWIRE BOX PREWIRE ,1NP �INSTALL FAN �BOX PREWIRE ATTIC ELECTRIC ------ IF REQ'D BY CODE 1 1 FOR D/W n 1 H" GFI " PREWIRE v /I , t 0 \ 4 I r I r I r I r , r I , , I r I I I3I AAA u y \ II I \ I I IGF \ II rl \ rl I,I II \ NOTE: KEEP KEEP COACH LITES OUT OF BANDING, QUOINS, AND ' GFI ROUND COLUMNS WHEN COACH LIGHT - — - —'COACH LIGHT - POSSIBLE, REFER TO ELEVATION @ 42„ FOR TRIM. GFl(1/yam' - FOR GARAGE / DOOR OPENER -----------------------------------------------i / NOTE: ' LOCATION OF METER AND PANEL BOX TO BE BY BUILDER. IF NO GARAGE SEVICE PLACE COLUMN DOOR IS PROVIDED A DISCONNECT SHALL COACH LIGHTS ON ' BE ADDED AT METER LOCATION. , � WALL BEHIND WHEN ' CRAFTSMAN ELEV I /' IS USED , , r HOSE BIBB � r ELECTRICAL PLAN COACH LIGHT - — - — _ COACH LIGHT SCALE: 1/4" = 1'-0^ Uj Uj w J w 'I �NSTALL FAN BOX PREWIRE tn7 "INSTALL FAN L..1 BOX PREWIRE k O w�. ° GFI @ 42" w -- a ATTIC ELECTRIC LiIF REQ'D BY CODE BIBB ELECTRICAL NOTES. UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND 6th EDITION FBCR, ELECTRICAL CHAPTER 34 THRU 43, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314A AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCIs (ARC FAULT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT IN ALL DWELLING UNIT PER 6th EDITION FBC-R E3902.16 ALL 15 AND 20 AMP BRANCH CIRCUITS ARE REQUIRED TO BE ARC FAULT PROTECTED. 7. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED INALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70-14. SUCH DEVISES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 8. COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE PERMITTED IF EACH MEETS THE APPLICABLE UL STANDARD. 9. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 10. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP, 11. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 12. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2017 THAT HAS A MINIMUM SOUND PRESSURE RATING OF 85 dBA AT 10 FEET, AND EITHER HARDWIRED OR OF THE PLUG-IN TYPE. THE EXIT ALARM SHALL PRODUCE A CONTINUOUS AUDIBLE WARNING WHEN THE DOOR OR WINDOW ARE OPENED. 13. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN W IF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLESTS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THE 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. PER 6th EDITION FBC-R E3902.6 14. IN ALL AREAS SPECIFIED IN N.E.C. 210.52 AND IN 6th EDITION FBCR E3901, ALL 125 VOLT, 15 AND 20 AMPERE RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. PER 6th EDITION FBCR E4002A4 AND NEC 406.12(A) 15. RECEPTACLE OUTLET IN GARAGE FOR GARAGE DOOR OPENER TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI). 16._ ALL PERMANENT INTERIOR AND EXTERIOR LIGHT FIXTURES TO BE 100% CFL BULBS ELECTRICAL LEGEND ® SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH FLOOD LIGHT $4 FOUR-WAY SWITCH �/ J $DM DIMMER SWITCH FLUORESCENT LIGHTING (} CEILING MOUNTED FIXTURE TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE o CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT u) ' 2 DOOR BELL CHIMES (� WP WATER PROOF W/ GROUND FAULT 0 220 VOLT OUTLET m0— DOOR BELL ® SPECIAL SERVICES OUTLET D0 P DISPOSAL T.V. CABLE OUTLET DISCONNECT SWITCH . TELEPHONE CABLE OUTLET SP PREWIf�pE�WE® F MPLI ® RECESSED LIGHTING El JUNCTION BOX'-JE CO WP WATER PROOF RECESSED LIGHTING O -wCCC THERMOSTAT ® BATH FAN O LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT I C INTERCOM SYSTEM ® L.E.D. DISC LIGHT GARAGE DOOR® PUSH BUTTON OPTIONAI. OVERHEAD SERVICE VERIFY FlNAL AMPS NEEDED SAME AS UNDERGROUND WITH ELECTRICAL CONTRACTOR 200AMP SERVICE 200 = 2/0 COPPER OR 4/0 ALUMN. IN 2" CONDUIT METER MAIN DISCONNECT E200 AMP A /C DISCONNECT UNDERGROUND SERVICE BY POWER COMPANY #14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL #12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE INTERSYSTEM #8TO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD W/ MIN. 8' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. (ro 00 08�� �smw Ominmaz mC��q y �OZiC /W `ynmmm \CCLL� d W �I .16 az 2 tg° < Qco z o 3 0 LL PIE a e$g2- E Bag 0 0 � � In 2 m UJ g§go 0 0 (] �WWWW.FDSENG.COM W Z O Q Y QN Q rpw W J � a N — U) zr N O (^n' UI ro W 1 LL w a 0 0 V — . O w g y�- t�jl M fa U CA E r IIIIII '® L 0000 O e l� V 0 rn O 00 2 C Q N _ O 0 s N t�0 QM IW A DAMS HOMES a d FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 v o DIVISION LOCATION: PORT ST. LUCIE B V Job Information: tm c N 0 N M 9 z a LO m a CN N N +. c= U_ c ~JW� m N a w — O N 00 U- J m (n (n N w � Model Name/ Number: N 2265 i; VT Plan Issue Date: Wednesday, December 09, 2020 a KA PROJECT NUMBER: m Y 20-4146 T Sheet: Of: 0 ELECTRICAL PLAN TOP OF BLOCK _k____� W'DO HEAD HC 4 b FIN. FLR. TOP OF BLOCK W'DO HEAD HGT 60 W FlN. FLR. LITE TEXTURED CEMENTITIOUS COATING DBL 25 SH DEL 3050 SH 2" I I I i0 cyll`n' I I I v. • SILL DETAIL OFF RIDGE VENT 0WRIDGEVENT s FIBERGLASS SHINGLES a OFF RIDGE VENT FIBERGLASS SHINGLES —� 2868 LITE TEXTURED CEMENTITIOUS COATING 2650 SH 1 3450 SH FJ W z i J 0 °P b RIGHT ELEVATION "B" /.FG 4°GE12 SCALE: 3/1fi'=1'-0" E B BRG. @ DINING RM BRG. @ GARAG 60 IN T P OF BLOCK W'DOW HEAD HOT iD FIN. FUR. 12 6 LITE TEXTURED CEMENTITIOUS COATING REAR ELEVATION SCALE: 1/4" =1'-O" 16 X 7 OVERHEAD DOOR TOP OF BLI ---- DOW HEAD HGT UD � FIN. FUR. FIBERGLASS SHINGLES FIBERGLASS SHINGLES —� LITE TEXTURED CEMENTITIOUS COATING 25 SH 25 SH ONE ON mom 00 ]MOEN 3068 DOOR WITH (2) 12" SIDELITES & 60" X 16" TRANSOM FIXED GLASS ABV VENTILATION CALCULATION Formula = SF / 300 / 2 * 144 = net sq Inches of venting needed equally for Intake and exhaust Soffit product provides 4.12 net sq in / sf Ridge vent provides 18.00 net s 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) ' ' -,: s.f. Total needed for exhaust for upper 1/3'' 720 netsginches Total neededforntake(soffitarea,lower) 720netsqinches Number of Off Ridge Vents for upper 1/3 needed 5 L.F. of Ride Vent needed (can be used in combo with ORV) 40 U eal Feet ofSoffit needed to meet required 131 Lineal S.. rovided b Ian : ` 20 ORPoDGEY T LEFT ELEVATION "B" SCALE: 3/16"=1'-0" DBL 25 SH TOP OF BLOCK W'DOW H D HGT ao � iD FIN. FLR. F Ar '» "' CODE COM ST. LUCIE CU SOCC BRG @ ENTRY T.O.M. V'DOW HEAD HGT,_ FINISH FLOOR -VINYL SHUTTERS (TYP.) FRONT ELEVATION "B11 SCALE: 1/4" =1'-O" t 0 U O iflpg� O tiEt{dBldl Cq F m Ile 0 co GO V .N-1GO 000 Will to g S 1- DID Do Elie GGO F�n ry C p C W O C Q v W c BE E z5'S O O d W� M ¢ O W la III ;z13 � m m $ Z. Md <a Eg 0 aLL " In 8 C mz Q E5 12 C . WWW.FD$ENG.COM ❑ ❑ ❑ W Z In O CD W ZN Q J � 0 'on N Z r N m OX4—J w W O a rp III Dr0 U ENE '® ✓ ELI GO UGO II' 00 = ony c was `p Q N C LOG , M ® r% INAa FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 I PORT ST. LUCIE Job Information: O I— z�0) ei LIJ o i y U M \ / Y 4 � z N �YL) CN _j LEI O M U) r%) �/ CO� LL Model Name / Number: 2265 Plan Issue Date: Wednesday, December 09, 2020 KA PROJECT NUMBER: 20-4146 Sheet: ELEVATIONS - B SEE DE G.C. TO PRI BLOCKING' W/ APA REI FOR SPAN 1 7/16" OSB SEE "HIP/R BLOCKING" ** ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING THICKNESS IS 15/32".) IF 15/32" IS USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP SECTIONS 20'-0" MAX 20'-0" MAX :. TB03 Q EQ c �J- _ _ _ W 0 CONTINUOUS BOTTOM CHORD "X" BRACE SEE BRACING 2 X 4 MIN. SEE DETAIL TB04- o )VIDE DETAIL T601 '0 COMPLY :OMENDATIONS- ATING OF M _ _ o DGE DETAIL Q Q Z O ai V a O a EQ. TOP & BOTTOM CHORD GABLE END BRACING @ - / 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TB05 REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTs 4 Fr. O L------' -------- --- --° I 1 4 Fr. 1 1 Y O 2 2 1 � x i 1 2 L---___-_-.----------------------------''. 5 Fl . 4 Fr. O G '0 5 F1. 4 FT. O2 ----------------------- ------ --------- I A . I 4 Fr. --1 r-----4 FT. ---2 __ -- 02 ' _ I ROOF NAILING Z O NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL O NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W18d COMMON NAIL © NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL O NAIL INT. AT W O.C. W/ Boll COMMON NAIL O STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. W/8d COMMON NAIL OF PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER W/ 8d COMMON NAILS @ 4" O.C. © (2) 8d NAILS @ 3" O.C: TO EACH TRUSS END OR @ VERTICAL MEMBER IF GABLE END NOTE: 8tl NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2° DO NOT OVERDRIVE NAILS: FASTENERS SHALL 140T PENETRATE SURFACE MORE THAN 1/8". ALTERNATE PANEL WALL SYSTEM (PREFAB) ATTACH WALL SHEATHING W/ 16GA x 13/4' STAPLES & 2" O.C. ON EDGE & 4" O.C. IN FIELD. 15132" OSB EXPOSURE T I gWrA'rHINr. 1 - -N- - IT- - II If It I II II II II II II PROVIDE I 11 BLOCKINGAS II II REQUIRED PER - c SECTION X-X IF II NOT FULL II II HEIGHT SHEET II II I) II II II II II �LOOR SYSTI 4i5TG1 b9:1:11 Y:II: es 2x RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM 1/2" O ;ONE DIAGRAM ROOF NAILING SCHEDULE: NAILING ZONES (SHINGLE AND TILE) ZONE 1: Sol RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD (NOTE: IF 51W PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING SHANK NAILS) NOTE: 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 OR ROOF SHEATHING: (APA RATED EXPOSURE 1)15/32" OR GREATER CDX PLYWOOD (TILE) SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE, PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8" (2)- 2x TOP PLATE 15132"OSB BEYOND EXPOSUREI SHEATHING _ _ _ _ - I ,1 11- - T - II II II II II SOLII I 1 I II 11 11 I BLOCKING @ ALL s UU 111 II 11 II II SHEATHING w 1111 11 II I EDGES (SEE z .III III III II C II I SECTION - III pl 11 OPENING II II I I - - - - 111 I II II III III IIII III II II III 11 II II I II If II - 2x STUDS w o _ _ I II IIII BEYOND. N IIII I II IIII II 11 11 I SEE PLAN = IIII II If IIII 11 11 1 I N? IIII I I II I II II 11 II I HORIZONTAL WALL ELEVATION DIAGRAM "S" = NAIL SPACING L L: & L . & • & :TB7tTiLH 2x4 P.T. BASE PLATE BEYOND SEE PLAN W Z LU L 2 6:0� a. R N G O0 In O � U. I- F- 2 W h N W 0 LL y LL AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7116" FLITCH PLATE TO Wl (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS (2) Sol NAILS @ 3" O.C. 0LTERNATING STAGGERED BLOCKING SECTION X-X *CONTRACTOR TO INSTALL EITHER HORIZONTAL OR VERTICAL BLOCKING AS SHOWN. BOTH ARE ADEQUATE TB13 WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. T` U TRUSS ID BEARING POINT TRUSS ACTUAL CONNECTOR ID CONNECTOR UPLIFT a k FAB'tN'w!*) UPLIFT DESIGN RATING .', xNOTEs, C1-05V E7-E7V R7 VR7 L -172#orless HETA16:/ MECH 1810# (9)10)Y`;).'nj (9)10d�`1Y12 A, Al, A3, A5, 821 L / M / R - 836 # or less HETA16 / HTS20 / HETA16 1810# / 1310# / 1810# (24) 100 11?JrL',�"' Lt'e• 9.10d, B, 1'#orlao (9)10014, 89 B13,: L/M/R HETA16/H10A/HETA16 1810#/1040#/1810# (18)1QN13C14 20, (91 L/ M / R 14 1#0r1f5s 2)HETA16 / (2)HTS20 / (2)HETA16 2365#/ 2620#/2365)# 1f2 A ',I V D9-D19 L/R i $L'iTtyT )$Ss HETA16fH10A 1810#/1040# ,;r-. -. d G, Gl, G7, G9 L/R Q46n{)�55 #1ETp16/HEl"A16 18104/1810# (9)10dx1-1/2 815, 617, B19 '( ' ,L rl/R ` S, N6sTebS ' HTe fH10A/MECH 1810#/1040# (9) 10d x 1-1/2 (18):10dx1112" ` D7''; . + .,. ,.. '.fR 1CtraS,#,gr;l4sa, 12)J�A1$/(2)H7520 2365#/2620# IA➢1n,.rtJ7T ,. •.., ., , M, M3 021 i/M.fR 861#orless ` NETA1f/)15fk110A` 1$10#/i4y111iFf1440# J24)„10dX1Y11; -118)"110yz1 � CILP, E3, R3 ` #.• - 279 #or less H1f),r4'f CN (J.8)I10d'x 1*1f2:„` 813, D215UPPORT COLUMN M& R -952 #orless"AR OTT3Z1$Si 1/2wW� a ,. SOr SCREWS } 87 SUPPORT COLUMN M -1461#orless 07T2Z 1145ik .:"'1f2"W` III SQSS�YiEWs 4Ax1k1 TRUSS MANUFACTURER: PROBUILDfBFS DATE OF LAYOUT: �'1�3Y�T0-TRUSSGI,Tf+EETS 9�'9�03 L= LEFT, R= RIGHT & M MIDDLE BEARINGS BEARING LOCATIONS ARE REFERENCED TO TRUSS MANUFACTURER'S TRUSS DRAW I NGS. ` ALL CONNECTORS ARE SIMPSON PRODUCTS '-? "' '•- '%' FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 SIMPSON- CONNECTOR SCHEDULE USP- CONNECTOR SCHEDULE MARK TYPE CONNECTOR&FASTENERS Bar 9YP CONNECTOR&FASTENERS BPF SYP OFRAME TO. HETA16 W(S)I W x I VT OR HTAIS WrIOr1W x 11W OR MASONRY HETAM W(W1,M x 11YP 1810 HTAW W(10)1W x I lz 1585 Ina O F FA MEE TO H2.5A W (1O)Bd NABS 533 MI RT7A W (l6)Sd NAILS 515 ME ©FRAME TO HiM WI(18)lw x 110 101b 1040 RT18A W11'41W x11/T B95 1020 FRAME Hl0 11(18)1N.11TAT2PLYTRUSSEB M 10M RT1&2w'(le)lNx111C AT2 PLYTRUSSE3 935 1080 OFRAMETO MTS12vdr4)1W.11W(ATEKTERIOR MTVI2W(14)1WxIV2'IAT EXTERIOR .FRAME LOCATION INCLUDE (3) lad TOENALS) Bab 880 LOCATIONINCLUDE3)1WTOENAIL8 INS JIBS FRAME TO MGT W(22)IW NAILS AND SIB" A.T.R. W 12' 333D 9985 MUGTIS W(38)iW NAIL9AND 54Y A.T.R.W SA3U 4495 MASONW EMSEDMENTWSIMPSON'SET'EPDXY iP EMBETIMENTW91MP30N'SEP EPDXY OFRMIE TO HT820W(24)l0dxl lM(ATIXIERIOR 1116 INTW20 W(24)iW x11/P (ATEXTERIOR I FRAME I LOCATIONINCLUDE(3)12d TOENAILS 1310 LOGTIONINCLUDE (3)12tl TOENAILS 1285 1830 FRAME TO (2)1,7321 W(48)1W x1 I2'(ATExrERIOR (2) HTW23 wA48)1W x 1 L2'(AT EXTERIOR FRAME LOCATION INCLUDE(6)12d TOENAILS 22O 2620 LOCATION INCLUDE(1712d TOENAILS (EA) 25M Mal) FWtETO XGT4W(16)lw"LSAl0(2)5W A.T.R. HUGT2W(l6)lOd NNLBAND(2)6/B' AT.R. Wl2'EMMDMMTWSIMPSON"9EP 10890 w1lTEMSEDMENTWSIMfSON'SET' IM0 S/90 EPDXY QHW3 FOR 1PLYI EPDXY HUGT3 FOR &PLY) FRAMETO FGTR W(I8) 114'x r SIDS WOOD SCREWS 3d00 4726 RFUSW(12)W33WOODSCREY(8A1D 710 MASONRY AMID (2) 10 x T TREN HD ANCHOR BOLTS (4)N4"x S•wEDGESOLT LGT21V6 Jt FAME TO 8#(T)iM'&Tf1EN12ffAS 1i6D 2090 MASONRY BEE HOTErM BELOW ©FAME 2 TO (2) LGT2 W(32) IN SINNERS &(14) 350pM 1/4' 2 IRA' TITEN(2 PLY TRUSS) 908&M R LUG72 W(32) 164 SINKERS 8(101 9fO0M 9100.M MPBONRYI x 32p6F 3TAf IRA'x T WEDGE-BOLT(2 PLY TRUSS) 38OPF d F FRAME OR(28)lWSINKEfle FOR FRPMEIEA) OR l3aJ 18tl SNKERRS FOR FRAME(EA) FRAMETO (2)LGT3WD4)114'x3'SDS SCREWS &(B)SB"x6"TTIEN 4i9PM 65i0M (2)LUG73w/(24)lW.2112'W325 ]O50'M 0MPSONRYI ".." LZ RYTRU99) nw u"„a„Amvewe ee,"m*..ue., 5010E 6860E BCPEYr9 &M)3ITxCWB12 PLYTRU83) ....,..............�... ....,�.. 11400-F moF VI MASONRY I LMIBW I NeoGE$0.T&lI0)lw NAx.S U8850 O BEAM TO MASONRY) HUNG OPT HUCO W (6)1W NAILS & G#I540 (12)IM'x28W"1ITEN(TOMASJ U#930 G#91X10 LIAM HDIB OPT HU46 W (5)1 W NAILS B rl2)114"x2SW'TAP0ON9(TOMAS.) GINNIE W1030 011201 (W650 FRAME OR(12)1W&(8) IN (FOR FRAME) SY0.F S -M OR(12) 18d A(6) 101(FOR FRAME) SYP-F $YPN FRAMETO O) HETA/60PT (2) HETA9D 1820 1920 (2) HTA180PTM WA20 10I0 O MASONRY 1FLY VT OR 2365 2385 PLYW xltn'.aR 1-PLYW(12)1Bd 243p 2-PLYW(lxi 24N.YW(1YW(12)1Btl WW16 W(8)1W NAILS AND (4) lfilY 1I4' 955 1110 HTWM10W(8)1W 1WL8AND (4)1/45G S4' 1146 12M O FRAMETO MASONRY TAPCONS OR WEDGE-00.T OR HTSM20 w/(10)106 NAIL9AID 14)1/45G NO 1110 HTWM20 w1(1O)lOd NAIl3AND(4)IMW W- TAPCONS WEDGE -BOLT 1145 1225 ©FRAME TO HIOS W(8) S xl I2 NAILS AA(2)3l M' ISO 910 MASONRY TRANHO DTT92 W(8) Ile Xl 1W SOS'IIOOD DTB.TZW(6)U4'x1 I2W8ISWOOD O MASONRRYY SCREWSAND(1)16P9AT.R.EPDXIEDW 18S& 2115 SCREWSAND(1)1/PSAT.R.EPDXIEDW 1510 1835 NOTE#4) 91MP90N'S!W aIMP9QY "SET'SEE NOTEM TO XL 12'NA WA-1 HTt5W126)IW II3 AND (1)&8'B HTT45 wl (28)16d IQ 1r2'NAILSAN011) OFRAME MA90NRY At.R EPoXIEDwl91MP30N'5ET' 43i6 5000 SB'B AT.R. FPOAED W 91MPBON'BEP - 50p5 9EE NOTE#4 BELOW) (SEE NOTE W BELOW) HTT4W(18)iW x21R'NAILS PNO (1)SIB' 8 HTT45w/(18)IWx2 WNAILSAND(1) ® MA60NR�3' ATA.EPDXIEOwISIMPSW`Mr' 3640 4235 &S'SAT.R.EPOASDWSIMPSON-SEr - 4160 9EE NOTE W BELOW) (SEE NOTE 0 BELOW) O FRAME TO. H1WW(24)1Wxl lWNAILS 786 910 LUGTI WM)BCXI VPNALS us 1048 //��\ FAME TO HM9KTW(d)1Nh11G'80.9 WOOD � RT18M W(9)10dx11R'NAIL88 \=J MA90NRY BCREWBB (5)iM'#110"TAPCONS iW (d)1Id'x 13M'TAPCONS 1395 19% VGT W (l6)1M'xr SDS WOOD SCREWS & OFRAMETO MASINIW (1)MCBAT.R.EPOAEDWSMPSON'8ET" Mb8 4940 W lr MIN. EMBEDMENT FRAMETO 80)S' 0 MASc O A.T.R. EPDXIED W SIMPSON� 5170 71M 'SEA W 1P MIN. EMBEDMENT OPRAME TO. VoT W (16) IMU'xe" we WOOD SCREWS & HDU,I SWoO)I9N2ln'SDSWOOD 32b 4565 OTMU/S W(22) 10d MAPS &HTT45 W(18) 1160 FRAME SCREWS&11)511"BA,T.R. lWNALS&(i)54Y8A.TdL TO (2)HTT5w/(52)16d'X2UTNAL9& MHIT4SW(52)flMW10NAIL8 OFRAME FRAME (1)WE ATR (SEE NOTE a) 4375 "'ON, & 1 518'0 ATA 8 ENOTEW - 5005 I) IE ) oewcee, CONISSC.NnTFR 1. CONNECTALLFLOORTRUSSESTOINTERIOR BEARING WOOD WALSIBEAMSW(?/124 TOENAILS. 2. ALLTRIJSSTOTRUSSCONNECTIONSARE MMIDW"B UWS UFACTURER,U.N.00NPLAN. 5 G.C.MAY USEEITHERSIMPSON ORUSPCONNECAONS. SEEFRAMINGPLANFCR CONNECTORCAIOUT. 4. FOR SINGLE PLYTRUSSES, SCAB ONFULLHEIGMSYP#11YA"tO TgU9S VERliCAL WEB W(2)0.0W90F 1WWVLSQ 3-O.C. STAGGERED. S. 12" MIN. A.T.R. EMBEDMENT � CMU BOND BEAM U.N.O. & SCAB TRUSS CHORD W4' NBYPa(MATCH CHORD LUMBER SW w)(2)ROWS IW@Y FROM END &4'O.C. OA MINIMA CONNECTOR UNO ON FRAMING PLAN i. CONNECTION FOR ALL ROOF/ FLOOR TRUSSES TO MASONRY WALL& LINTELS IOF WALLS UNO ON PLAN 2. CONNECTION AT 24'OR 3P O.C. PENDING VERTICALS FOR ALL FLOOR TRUSSES PARALLEL TO MASONRY WALLS SEE DETAIL F912/33.1 FOR MORE INFORMATION 3. CONNECTION FORAL HIP JACK(CORNER JACK) TO MABONRYWALLSICFWALLSLINTELS 4. CONNECTION FORALCONANUOU9 RIM BOARDTOTOP OFMASONRYAT32'O.CMAX. W(2)ATEACH COMER, G.C. TO VERIFY LOCATION DOES NOTCONFUCT w7JI OF APPLICABLE) LAYOUT 5. CONNECTALLFLOORTRU53ESTOIMERIORBEARINGWOODWALLIBEAM8w/(2)IMTONNLS © MINIMALCONNECTORUNOONFRAMINGPIAN 1. CONNECTIONFORJAO(TRUSSTOWOODWALLORBEAM © MINIMACONNECTORUNOONFRAMINGPIAN ROOF FRAMING NOTES 1. SHINGLE ROOFING SYSTEM OVER MIN. 7/16" OSB ON PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. (SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPE AND OTHER INFORMATION. 2. THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2x4 #2 SYP WITH (3)10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH 8d NAILS AT 4" ON CENTER AT ALL EDGES AND THEN S" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 - - - NOTE TO FRAMER --- IF ROOF TRUSS LAYOUT SHOWS TRUSS II 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 RESERVES THE RIGHT DTO REVISE THE PLAN S REQUIRED PER THE(E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIMETHE E.O.R. O TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL fEEr/X�A'PL A N CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND fA THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS " �1Fa�jN�131�^OF'THE Fr IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPRO �.QUI�2FJj,1.(htE IS REVISED W/OUT WRITTEN APPROVAL FROM I �lJ`/�� FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 C.M.U. OR ICF WALL SEE TYP. WALL SECTION 2x4 P.T. FASTEN TO G.M.U. W/ 11/2" LONG T-NAILS ® 2'-0" O.C. SECURE J-CHANNEL 012" O.C. O FILE COPY METAL DRIP EDGE 2 x SUB -FASCIA ALUM FASCIA •L/1�171 ®G.C. SHALL VERIFY SOFFIT MATERIAL CAPACITY TO RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADfjING WIND PRESSURE TYPICAL SOFFIT SUPPORT DETAIL 3/4"=1'-0" co '7 Do F, 1:7 m ime 1,�� 1Z DO 010"i LL LL IH D�Nmz 'Pi 6l@y ! d1�NeRG W "Eym %t y)o7Tnmg a ® r U' �¢°-�+ o_ it �` Z' z o I � �Y g@ : Z � a e n4. 8 9@ Q 6 In W U J S WM1WY.FDSENG.COM ❑ ❑ ❑ z � z 0 0 Z N O Z Y L� Jy a o_ z 1n Z N N VI M Tl3 0 � 0 w M uua (n C v) ,_ 9M "9 Tv SM " M = O It o � 1= N O DO e FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE IVI Job Information: r O Z TO D) W - O y U � m ` / 0 � E LL v N N P \� /y� e' 1 •Q N G d o ,��/3'� N o ,L,^U^ I.1..1 VJ '':^^ VJ 00 2 TT -Model Name / Number: 2265 Plan Issue Date: Wednesday, December 09, 2020 KA PROJECT NUMBER: 20-4146 Sheet: Of: ROOF PLAN W LINTEL BEAM: — 1 COURSE LINTEL BLOCK W/ 1 # 5 NONSHEARWALL SEGMENT BAR & 3000 PSI 5" MIN. 2 PGROUT,(AC U LAP (ACI 530) TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. FILLED CELL: FILL BLK. CELLS WITH 3000 P.S.I. GROUT ONE #5 0 LOCATIONS SHOWN ON THE FOUNDATION GONG. SLAB SEE PLAN AND FLOOR PLAN. FOUNDATION PLAN MIN. LAP 25' (ACI 530) FOR MORE INFO TOP OF SLAB I MS021 TYPICAL SHEAR WALL SECTION I N.T.S. I Ed ON SP4 W/(6) -10d X 11/2 SP6 OR SPS FOR 2x6 AND 2x8 WALLS a a DOUBLE 2x TOP PLATE STANDARD HOOKS SEE. MS05 FOR. MORE INFO TYP. FILLED CELL W/3000 1, P.S.I. GONG. W/1 #5 REBAR VERr. TO BEARING WALL SHEARWALL IFRAME WALL .M.U. 2 SYP/SPF P.T. W//2' X 8" "J' BOLTS OR /2" X 6- EXPANSIONORS OR (6) 3" X 1/4' ONS OR 7/8" HILTI TIkDMS 2x BASE PLATE SEE PLAN FOR MORE INFO MS03 FRAME (EXT/ /SHEAR) WALL T N.T.S. MASONRY CONNECTION DETAIL #5 REINF. 20" MIN. LAP BAR 9 #3 OR 04 REINFORCING �� BAR B, 43 & #d I AP GPI IC.F 25^ MIN. LAP #5 STD. 90 HOOK #5 REINFORCING BAR 0 #5 I AP CPI I(:F SCALE:1"=V-O" .— 36" MIN. LAP r #6 REINFORCING BAR * GRADE 40 U.N.O. 96 AI C CPI ICFGP ICF MS051 REBAR SPLICE DETAIL - GRADE 40 1 N.TS. ATTACHMENT REQUIREMENTS SIZE AAPCDNS SPACING # ROWS 2 z 4 1/4" X 2e/x" 12" O.C. 1 2 % 6 1/4" X 12" O.C. 2 2 'a 114. X 12" O.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. uhiEi3� (2) 2X P.T. BUCKS W/ 1/2" O.S.B. BETWEEN i FASTEN PT i NAILER TO MASONRY i IF DOUBLE 2X NAILER IS USED, USE 1/4'X.41/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED MS11 2x BUCK DETAIL N.T.S. O O 0 Po R®AR AT Tp NN n) RPOb 4Vl° G,eAR O'Mu. . • •' GROUT .' �8 5 R®AI¢ 41 BOITOFI 0 OF LINtEL OAVlil' BOTTOM RENFORCMG 'Wle'AOTIAL PROVIDED N LINTEL NARIEa) ®" NOMRJ4L WIDiH TYPE DESIGNATION P•WLLED WTN'0 /U• SARAT r OTNTITY F .e R OAR AT aOTIm OF LINM GAVItt 8F16-1S/IT NOMINAL WIDTH J L BANTyC' 5 NOMINAL HFJGNT Rwll' " MATERIALS 1. f'c precast lintels = 3500 psi.. 2. fc prestressed lintels - 60DO psi. 3. fc grout = 3000 psi w/ maximum 3/8' aggregate. 4. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength =1900 psi. 5. Reber provided in precast Ilntel per ASTM A615 GREG. B. Reld rebar per ASTM A815 GR40 or GR60. Prestressing strand Per ASTM A416 grade 270 low relaxation 7. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. GENERAL" NOTES 1. Provide full mortar head and bed Joints.. 2. Shore filled lintels as rauulred. 3. Installation Of ]Intel must comply with the architectural and/or structural drawings. 4. Lintels are manufactured with 5.1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. S. All lintels meet or exceed L/360 vertical deflection, except lintels 17'4" and longer with a nominal height of 8" meet or exceed L/180. I 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire SdfUps are welded to the bottom steel for mechanical anchorage. S. CasElOplace concrete may be provided In composite lintel in lieu of concrete masonry units. 9. Safe load ratings baseg on rational design analysis per ACI 318 and ACI 530 10,1-Intel min. depths are eglfed out an lintel plan. R contractor Installs a deeper lintel then indicated on %a plan, doing this Increases the strength of the lintel 17 and is approved wlthau( ongineenng letter. If a smaller lintel Is installed contact EOR for SAFE a LOAD TABLE NOTES 1. All values based on minimum 4" bearing. Exception: Safe loads for unfilled lintels must be reduced by 20% if bearing length Is less than 6-1/2". Safe loads for all recesand lintels based on 8" nominal bearing. 2. N.R. = Not Rated. 3. Safe loads are total supgdmposed allowable load on the section Specified. 4. Safe loads based on grade 40 or grade 60 field rebar. 5. Additional lateral load capacity, can be obtained by the designer by Providing addionai Minfaked masonry above the precast lintel. 6, One #7 rebar may be Substituted for two #5 facers in 8" lintels only. 7. The designer may Orstif (e concentrated loads from the safe load tables by calculating the maximum resisting moment and Shear at decay from the face of support. 8. For composite Ilntel heights not shown, use safe load from next lower height. 9. All safe loads In units of pounds per linear foot. Ap,t,TIB1E99f4j dew°Q`�••°'`Pd :i �;°. un > OF J E a 0 T E N c 00 Gv g m 7k � To €-,� Ik rar U Yg a`�ii ti a .8�L Dvnad N C NJ � � � Q �9LLk� W 211 W 131 'S ��gj s IL Z� g§ a a USE ¢¢ 7" off. ¢ N 3 N. z W L) _i 0110 RI°- E wM1MY.FOSENG.COM y Z rn Ma $ 0 z N c Z 10 a Q rn n Z N Ln U c) /I l y �J VVJ to iC E � W C E � to •O UOn $ W o c m J44 U � CIE REVIEWED FOR € ° ts — oo CODE COMPLIANCE c W 2 o0 ST. LUCIE COUNTY a " ° ® DAMS HOMES BOCC PRECAST "U" LINTEL W/ 3000PSI CONC. GROUT SHALL BE FLUSH AT OPENINGS SEE GENERAL CONCRETEWITH TOP OF WALL UNTEL SCHEDULE FOR REQUIRED REINFORCEMENT HURRICANE ANCHORS (TYP.) N STD. 90 DEGREE ANGLE 30DO P.S.I. CONIC. W/1 #5 DI . REBAROFF W g REBAR ON BOTH SIDES OF OPENING U.N.O. PROWDE KNOCKOUT — . BLOCK FOR FIRST ,r COMPLETE CMU COURSE 7 BELOW SILL &HILL SOLID :. W/ 11) #S BAR FOR ALL " WINDOW OPENINGS 6%6" AND LARGE 'ILT 8"x8"x16" CMU U.N.O. III- SEE FOUNDATION SE¢ FOU TION PLAN PLAN f-0R LOCATIONS MSO1 BLOCK WALL REINFORCEMENT N,T.S. 2 �— FLORIDA CONTRACTORS LICENSE NO. CRC1330146 m chi c 3000 GULFBREEZE PARKWAY a GULFBREEZE, FLORIDA 32563 d r. a DIVISION LOCATION: m N PORT ST. LUCIE ♦ Job Information: sPa a r�i ON N m w TYP. BOND BEAM � C 8"xe"x16"K.O. LINTEL BLOCK p ` O FILL W/3000 P.S.I. CONIC. W/1 #5 DIA, a w ii RESAR \ / f0 N INDICATES CELL FROM TO FTG. ai N Cc".V. • . ¢ 0) U N d 1 # BEAM WITH 1 #5 BAR MIN. t O _3LU =) N .L+ p .5W y GO l.f_ ryry�� � V / /'� (/'/ � oD N VI Model Name /Number: 2265 C TYP. DOWEL 25" MIN. LAP ACI 530) q ♦ Plan Issue Date: dd Wednesday, December 09, 2020 w VI KA PROJECT NUMBER: 20-4146 a m o Sheet: w M Of. N t m LINTEL PLAN 0 SIMPSON HETA 16 2x6 #2 SYP P.T. EACH END W/ (2) W'x5" SEE FLOOR PLAN WEDGE ANCHOR FOR BEAM SPEC. o OVERHEAD SECTIONAL is x DOOR TRACK W/3/8" X 1 1/2" STEEL LAG BOLT W/ WASHER. MIN. 6 PER TRACK TO JAMB. Y " " C (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" "J" BOLTS WASHERS SET IN " € FILLED CELL W/#5 TYP. FILLED CELL VERTICAL MIN. 5 PER JAMB. o el L SECTIONAL 4 I� N Su @ OVERHEAD DOOR WOOD P.T.#2 SYP2"X6" �G o .r TRIM °a �• d ° •r. r: CN L 1?< 2"x6" P.T. WOOD JAMB q n p, ",; m �bda i poi N c DOOR AND CONNECTION PER t _ ;' 10 1 GARAGE DOOR MANUFACTURER GARAGE SLAB i E TYP. GARAGE DOOR @ i ' W _ o TRACK MOUNTING DETAIL -�° ���`�� o 00 5 ai 0,. F L:`R co NOTE: DETAIL CD2 / S2 MAY BE SUBSITUTED FOR THIS f°r <°'s. `,:; DETAIL - UNLESS NOTED OTHERWISE ,ryry`'a�°`` ° n MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. CD21 ENTRY CMU COLUMN/BEAM N.rs. 0 m E c ,p 5, q � _@ tD V g§y1.00 Hy ! W mi ogm@ UO NOI LL LL .�.rr��9B rvN DdNT_Z 2sy mmMo � W a atim"� LLI BLOWN -IN R-30 INSULATION PER FBC w o9�dw, c 0 Z o m Z rr - AND ENERGY FORM SUBMITTED WITH ,"', Y 8 z� Q W ; 3 0 'w" BLOWN -IN R-30 INSULATION PER ' PERMIT APPLICATION PROVIDE BAFFLES AT EAVES (FOR VENTED ATTICS) ° „ �' W $'10 m m ¢ O w W ,� �.� �c m m 12 -- ? N ap. a 12 FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION FIBERGLASS SHINGLES OR y !^ a �. J � ° i PROVIDE BAFFLES AT EAVES SEE PLAN ROOF (PER ELEVATION) OVER APPROVED U DERLAYMENT bTILE g e s1IL W U s SEE PLAN FOR VENTED ATTICS ( ) PER FBCR 905.1.1 OVER APA t°- � "� WWW.FDSENG.WM El � ❑ ' FIBERGLASS SHINGLES OR TILE ROOF (PER ELEVATION) APPOVED UNDERLAYMENT PRE ENGINEERED WOOD TRUSSES @ 24" D.C. ' RATED STRUCTURAL SHEATHING (SEE STRUCTURAL NOTES FASTENED TO TRUSSES PER ROOF P � N / 1 z o OVER PER FBCR 905.1.1 OVER APA NAILING SCHEDULE) w W z PRE-ENG. WOOD RATED STRUCTURAL SHEATHING (SEE STRUCTURAL NOTES - TRUSS ANCHOR (SEE PLAN) SEE PLAN FOR_ ° a /'� ` Z ( , 1 a Q TRUSSES @ 24' O.C. FASTENED TO TRUSSES PER ROOF _ _ % _ ERG. HT. 3 N W a �• - ' NAILING SCHEDULE) TRU55 ANCHOR (SEE PLAN) 1/2" DRYWALL FELT PAPER OR '' '' ETAL DRIP EDGE z N i F BE INSTALLED ON OUTSIDE TRUSS PLATE •,7 2X SUBFASCIA TYP. FRAME FOR BUILT-UP (TYP.) ° y //�� �� m n1 _ 11T• CE ' — - — - — - 3/4" P.T. NAILER ; ''r :sk SOFFIT. SEE ARCH. CORNERS min (3) 2x4 OR '° v Wes' (O 1/2" DRYWALL pLA 4x4 w/ 2x4 POST UNDER EA £ o ' 112" DRYWALL �--METAL DRIP EDGE CURTAIN NAILER A n 8 x 8 x 16 K.O. 2 X 4 P.T. PLATE END OF SUPPORTING BEAM. KEEP IN 3/4" FOR SHEATHING NAILED w/ 8d NAILS @ 6" o n' U W 0 C g N CONNECT ALL 2x STUD 2X SUBFASCIA 1 X 4 P.T. @WINDOWS 1 x 8 P.T. @ S.G.D. �, n O.H. LINTEL BLOCK W/ (1) #5 DIA. REBAR & AND LATH WITH FINISH O.C. a to = ro m ro TO TOP PLATE WITH (4) 16tl TOENAILS SOFFIT. SEE ARCH. „ SEE ELEV. 3000 PSI CONCRETE (TYP.) ALL SIDES / (TYP.) FRAME FOR COR- E PLANS PRECAST "U" LINTEL n oO �!� oo \�° NERS FOR NON LOAD v v r t 1/2" DRYWALL SEE PLAN FOR HEADER SIZE SEE SCHEDULE", a a p BEARING SIDES NAILED f V • a 0, c V • w/ 16d NAILS @ 8" O.C. `* as_ n U ° u i vv no o. of � co s ® a o 0 ' � 0�� o cw o°n 14 DAMS HOMES M OPTION: 15/32" OSB EXPOSURE 1 ON O.H. EXT. WALL W/ ALL EDGES BLOCKED. r 1/2" x 8" J-BOLTS (TYP.)4 COURSE HIGH A.F.F. (1) CENTERED EA. W FOR a MAXIMUM OF (3) - 2X PLATES MAY BE SEE ELEV. SEE TB13 FOR NAIL ATTACHMENT, SIDE w/2" WASHERS / CMU BASE FILLED w/ CONC EVIE E� s � ADDED BELOW THE HEADER W/ EACH (OPTION) STAPLE: 16 GA. 1 3/4" % (�.p) w/ (4) VERTICAL RENF w/ > PLY ATTACHED W/ (2) ROWS OF 16d NAILS AT 8" O.C. STAPLE @ 2" O.0 EDGES AND FIELD. NOTE: 44" MAX. SILL HGT. ON r n FILL CELL -(1) #5 DIA. HOOKS INTO FTG & AT TOP ,�pp++ �® Mp��ANCE V O�� y "' FLORIDA CONTRACTORS LICENSE NO. CRC1330146 ALL BEDROOM WINDOWS. �' n REBAR AL 3OC PSI CONC. ALL LOCATIONS OF COLUMN PLAN AI -Al („UC�E COON TY ST' ;n 3000 GULFBREEZE PARKWAY " SHOWN ON FOUNDATION GULFBREEZE, FLORIDA 32563 VINYL FRAMED WINDOW w/ SCREEN " &FLOOR PLANS B®C� DIVISION LOCATION: (G.C. TO VERIFY W/ FLOOR PLAN v LOCATION OF OPENINGS IN v ., SIMPSON LSTA30 SEE FLOOR PLAN PORT ST. LUCIE EXTERIOR WOOD WALLS. IF NO r w/11-10d TO BEAM FOR BEAM SPEC. Job InfOlmatlOn; OPENINGS ARE INDICATED, FULL STUDS ARE REQUIRED). & TO FRAME BELOW r `9 NOTE: 44" MAX. SILL HGT. ON ALL BEDROOM WINDOWS. / VINYL FRAMED WINDOW 3 g WINDOW STOOL �' W/SCREEN , /�'��// CEMENTITIOUS DECORATIVE PER SPECS n PRECAST CONC SILL '9 NO FINISH 7/8" THICK PER ASTM " OPAPER BACKED FOIL R-4.1 u r 2X STUDS (SEE FLOOR PLAN FOR INSULATION AT CMU BLOCK WALL m 10 1/2" DRYWALL MORE INFORMATION). SEE TS13 PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT V , EXTERIOR FINISH - , FILE DV Or a 7 if ON SHEET 6 (SEE ELEVATIONS) • -6 O FOR NAILING INFORMATION FOR APPLICATION FTG, DOWEL #S DIA. REBAR ` ui M rn U R-13 INSULATION AT EXTERIOR WOOD FRAME WALL PER FBC WALL SHEATHING. P.T. 2X #2 SYP. BASE PLATE 1 x 2 P.T FURRING 1 x 4 P.T. 17" IN CONCRETE - 25" a m `y U- +• `«- AND ENERGY FORM SUBMITTED w/ 1/2 x 8 A.B. (OR 1/2" x 8" TITEN BASE NAILER EXTEND (ACI 530) ABOVE SIMPSON HETA20 Al Al BUILT-UP CORNER MIN (3) 2x4 d N V WITH PERMIT APPLICATION HD) w/2" WASHER AT 32" O.C. MIN, 6" FROM END -SEE WS07 WOOD BASE SLAB. ALL LOCATIONS SHOWN ON FOUNDATION PLAN w 10-10d TO COLUMN / POST ; OR 4x4 POST w/ 2x4 UNDER 04 E 6 N m ° WOOD BASE EACH END OF BEAM — �! a SEE FOUNDATION PLAN FOR TERMITE SHIELD SEE FOUNDATION PLAN FOR ' s `- J W 00 o !� O FOR SLAB INFORMATION TOP OF SLAB SLAB INFORMATION _ TOP OF SLAB - — NOTE: BOTTOM RAPS MU 2 X 4 P.T. PLATE' /� /� v J v J OST F s INSTALLED a Model Name/ Number: •---` °D GRADE A ;13 GRADE COLUMN. DO NOT BENDr�,-„ 0 0.''v v V� STRAPS UNDER PLATE. o e v • Yea o 226.5 (' PLACE STRAPS IN FILLCLEAN . • , c y ° ° °16 N o `" CELLS W #5 REBAR �.%.; '� ° / I. (TYP.)4 COURSE HIGH CMU BASE ::; m Plan Issue Date: CO PACTED '^ a•S .1 -', m , .RE --BAR QUANTITIES I+ ••, FILLED w/ CONC - SEE PLAN FOR FILL . .,".' '. •; ,.'. SIZE. TOP OF COLUMN BASE - Wednesday, December 09, 2020 FOUNDATION PLAN SEE PLAN SEE FOUNDATION r 2'-0" AFF %SEE o KA PROJECT NUMBER: FOR FTG REQUIREMENTS PLAN . v 20-4146 Y NOTE: DETAIL CD21 / S-2 MAY BE SUBSITUTED FOR THIS 6 Sheet: S Z Of: WS01 TYPICAL WALL SECTION - 8" CMU 3/4"=1'-0" DETAIL - UNLESS NOTED OTHERWISE �+ L WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4"=1-o" CD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE N.T.S. TYPICAL FRAMING DETAILS WHEN REQ'D RECESSED PRE -CAST LINTEL 8" D BLOCK TIEBEAM ' STRUCTURAL W/(1) #5 REBAR U.N.O. NOTE: MAY CUT BACK 2x8 P.T. @ SHEATHING TOP TO ALLOW CONT. 2x4 BLKNG CLIP EACH TRUSS AROUND CURVE. MIN. 2 TITEN (SEE ROOF PLAN FOR TYPE) ANCHORS TO 2x8 FRAME OUT TO BLOCK EDGE i N N LINTEL (SEE PLAN) EXTERIOR SHEATHING 0 ATTACHED PER NAILING ' 7/16" O.S.B. ��- 2x8 W/(3)12d SCHEDULE T613 ON 1 EA. SIDE TOENAILS EACH END SHEET 6 ' STUD ANCHORING: m STUD TO TOP PLATE: H 2X BLK'G. /16" OSB W/ 6d R-19 INSULATION AT EXTERIOR INSP4 s TW)0/O.S.Bd. NAILS @ 16" O.C. WOOD FRAME WALL PER FBC ' TO SIDE &TOP NAILER AND ENERGY FORM SUBMITTED o WITH PERMIT APPLICATION 2X4SPF 0 EA. END (WHEN EXTERIOR WALL IS AT 16" O.C. m SPF CONTINUOUS EXPOSED TO INTERIOR SPACE) EDGE VIEW .2x4 BLOCKING ATTACHED 2 X 4 P.T. ; STUD TO BOT PLATE: TO 7/16" OSW/ (2) 8d SIMPSON SP4 NAILS. SEE DETAIL ABOVE 2x BUCKS SEE MS11 FOR MORE INFO WINDOW OR DOOR OPN'G WF01 I DETAIL @ ARCH WINDOW FRAMING m m w S" Sih" 1i5 4 Q Q (2) 2 x 4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x 6 LAMINATIONS W/ (2) ROW OF STAGGERED 10d ROWS OF STAGGERED 16d COMMON WIRE NAILS ROWS OF STAGGERED 16d COMMON WIRE NAILS COMMON WIRE NAILS (D = 0.146', L= 3") OR EQUAL (ONE INTO EACH OUTSIDE FACE) (ONE INTO EACH OUTSIDE FACE) (D=OA62",L=31/2")OR EQUAL (D=0.162",L=31/2')OR EQUAL NOTFC. 1) ADJACENT NAILS ARE DRIVEN FROM 3) FOR 4PLY, PROVIDE 1/4"DIA. x 51/2" LAG OPPOSITE SIDES OF THE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3PLY) 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NOS SECTION 15.3 FOR THE THICKNESS OF THE LAST LAMINATION. ADDITIONAL INFO. WF37 I TYPICAL COLUMNS DETAILS I N.T.S. FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 1 1/2' CONTACT FOR FOR `aSOLID W/ GROUT. (NO FURTHER INSTRUCTIONS .•, REINFORCEMENT REQUIRED) F.F. NERHANG FOR OVERHANGS BETWEEN 5/8" TO 11/2" NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ'D. N.T.S. MS18 I RETROFIT WALL OVERHANG DETAIL N.rs. 2x8 SYP #2 TOP & BOTTOM ATTACHED W/ (1) ROW 16d 2x6 SYP. #2 NAILS @ 16 O.C. RIPPED BOX HEADER DETAIL Q IF ONLY (1) KING 7/16" O.S.B. (1) JACK USED AT EA. SIDE 2X EACH SIDE OF OPENING G.C. TO W OO.S.B..S.B. INSTALL (3) TITEN HD. W/ 2 8d EA. END 5/8" x 8" EQUALY SPACED PER SIDE INTO CMU AT JACK TO HEADER, NO BASE EDGE VIEW CONNECTOR REQUIRED (3) 16d �SP4 AT COMMON 24" O.C. NAILS(TYP)� CMU— SEE PLAN FOR WLL HGT. t!♦7 M M �I ANN' !_ ' ... .. "• ff F�I • • •' 6F • '_2x4 SPF CONTINUOUS BLOCKING! ©ATTACHED TO • :• NAILS. SEE DETAIL ABOVE ELEVATIONSEE •• ROUND/ SQUARE• Milli '--CMU WF39 1 TRANSOM DETAIL AT ENTRY 1/2"=1'-0" PROVIDE 2x4 ON TO OF 2x8 TO BLOCK OUT 2 ROWS 12d @ TOP PLATE ATTACH W/ 3" O.C. OUBLE 2x4 (2) 12d NAILS O.C. TOP PLATE (SOLID BLOCK W/ 2x6) 4,9. M�'Y 2x4 STUD PER PLAN 2x4 BEYOND AGAINST 2x8 STUDS NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN TOP PLATE W 8d 2 1/2" x 0.131 NAILS (SIM. w/ 2x6 * NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) TOP PLATE TRANSITION PIPE OR DUCT w/ OUBLE 12d PENETRATION THRU TOP SPLICE TOP PLATE w/ MORE THAN 50%OF TOP ROWS 12d PLATE WIDTH INSTALL @ 3" O.C. SIMPSON PSPN516Z W/ (12) 16d NAILS TYP. TOP & BOTT. NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO TOP PLATE WZ 8d 2 1/2" x 0.131 NAILS * NOT REQ'D. WHEN QT SYSTEM IS P771 NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL OP SPLICE DOUBLE 2x8 TOP PLATE 2x4 W/ 2 ROWS OF 12d NAILS @ 3" O.C. BOTTOM SPLICE OVER STUD WF17 I TOP PLATE SPLICE DETAIL 3/4"=1'-( * CRIPPLES MAY/MAY NOT BE PRESENT. VERIFY HEADER ELEVATION HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 1 2 X 6 WALL JACKS I KINGS I JACKS I KINGS SIZE EA END EA END I EA END JEA END LESS THAN 4' (1) (2) 1 (2) >4' BUT <9' (2) (3) (2) (2) 10'-0" - 16' 3 4 3 4 2X CRIPPLES @ 16" O.C. W/ SIMPSON SP2 TYP. - TOP AND BOTTOM * WHEN STUD LENGTH IS LESS THAN 12" USE LSTA30 STRAPS AT EACH SPUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EACH SIDE FILL ALL HOLES IN — STRAP 10d NAILS @ 8" O/C TYP. DOUBLE 2 x 4 CRIPPLE STUD TYPICAL (U.N.O.) - * * HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS WITHOUT UPLIFT HEADER ANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE NO. & SIZE OF & GRADE RAFTER TIES EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE EE SCHEDULE 2-ROWS 12d NAILS STAGGERED @ 12" 0/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @12"O/C FOR 2x 10 OR GREATER HEADER DOUBLE 2x #2 S.Y.P. HEADER W/ 1/2" FLITCH PLATE HEADER. (U.N.O.) FILLING AND BLOCKING AS REQUIRED FASTENED TO HEADER W/(2) ROWS OF 12d @ 16" O/C UNLESS NOTED OTHERWISE 2 x 4 STUDS TYP SIMPSON HTT4 W/ (18) 16d NAILS & A 5/8" EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O. OR 8 1/2" AT GARAGE STEP DOWN P.T. BOT. PLATE WF09 I WALL HEADER DETAIL N.T.S. LINTEL NOTE: HOLD FRAMING 1/2" BACK FROM FACE OF BLOCK FOR SHEATING TO BE FLUSH WITH BLOCK FACE 1/2" X 8" ANCHOR BOLT @ 32" O.C. 8" CMU WALL WF21 KNEEWALL @ ENTRY FRONT WALL 1 3/4" = 1'-( WOOD BEAM SEE PLAN FOR SIZE - TYPIC WALL SIMPSON HUC410 OR (2) HUC210 TO BUILT-UP COLUMN SUPPORT COLUMN BUILT-UP MIN. (3) 2x4's OR 4x4 W/ (2)-10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20's w/(12)-16d EA. TO COL. ALT: (2) MSTAM36 STRAPS CENTERED w/ (13)-10d NAILS Ea TO COL, TIE BEAM CD04 BEAM @ RAISED ENTRY MASONRY WALL N.T.S. REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY SOCC FILE Copy . ...f C2'.- C gT66n' b," Jo n E c p OD Isw 2 W co M W 13 LL C­ �m�� OyMMS a LL Wes'. ge 0 0� ¢ 0 zr W 3 ° E . www.FDSENG.COM ❑ ❑ W 0 Z o O Z N �< Q Y J N Lo a ) Oz n IN - W41 � O w � M �N Ofd V) c r6 U U �a0 00 = O yn Uwo° C In m qq < O NI Q'jW AI DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 PORT ST. LUCIE IVI Job Information: I z VA W (O n U M N Y m m � ai g z 04 H `i U m N a 0JLLJZ) N GD o " J m U) (/) N � Model Name /Number 2265 3VI Plan Issue Date: d� Wednesday, December 09, 2020 a KA PROJECT NUMBER: e Y 20-4146 Al o Sheet: S=3 Of: L m TYPICAL WALL DETAILS 0 *DIAGONAL SPACED AT 20'-0" O.C. MAX TO BE LESS THAN OR EQUAL TO 450 SAME SPACING AS BOTTOM CHORD LATERAL BRACING ' I i - ; MINIMUM 2"x4" - ' CROSS BRACING i •` (SEE PLAN FOR \ '� ^ ' �' J ' LOCATION) ' \ BLOCKING N 0 O I - I _ a m (3) 12d y PER JOINT I s CONTINUOUS LATERAL BRACING- `o _ NAIL OVER X-BRACE AS SHOWN- - g INSTALL BLKG. AT TRUSS WEBS w CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING _X-BRACING - 2x4 SPF OR F SYP w/ (3) 12d @ EACH, TRUSS WEB `v N 6 X T11301 TYPICAL CROSS BRACING DETAIL N.T.S.TB02 TYPICAL CROSS BRACING DETAIL N.rs. L '3 PROVIDE 2X4 MIN. BLOCKING AT CENTER IE T BETWEENTR TRUSSES W/ (2)12D NAILS EACH END TO TRUSS TOP m .` c� .• N E °• CHORD 87854 T o 4 TYP. y • '� • I is p TRUSS ALTERNATE TO BLOCKING PRE-ENGINEERED OVERLAP TRUSS BRACING 0 o. ,,. pTC ( ,. WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP T p TRUCTURAL ------' PACE <r ,, :.. G.T.SHEATHING a.� ....... :.. 'r ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 m ) m TOP CHORD WHEN REQ'D NAIL TO TOP CHORD TO PREVENT SHEATHING ACK -- OF HIPPED TRUSS W/ 9 d) 3 RUSSE 12d NAILS @ 6" O.C. SPAN FROM EXCEEDING HIP m I MAX 24" SPAN (EITHER G.T `o SIDE OR BOTH IF REQ'D) a III g (2) 12D NAILS MINIMUM (3) 12d T o a N $ 9t OD aF ROOF SHEATHING AT 12" O.C. MAX SEE PER JOINT MINIMUM 2"x4" SPF OR *SPACED AT 10'-0" MAX SYP TRUSS BRACING m PLAN d€ m 8� F m •, at u R W��° D8 Qm ti LL x ��8mm Odu'"imi BETWEEN TRUSSES HIP TRUSS BETWEEN TRUSSES ¢ 9 2 �oe�l! 0" n' a SECT. A -A g,� �g _ m o ads' ~ 13 2 .'d z o T603 HIP /RIDGE BLOCKING DETAIL N T s. TB04 TRUSS BRACING OVERLAP DETAIL (TYP) N.r.s. r o o2s 9 WSW o �mswa W8. ,� m m LL ZE d a Z GU m a 5 22 3 H F. W U w ST^ vc r s'a WWW.RJSENG.COM 0 Q (] N�0 0 _ Z M H w N TRUSS NOTES: 3 Z „ 1. WOOD TRUSS ERECTOR SHALL PRONDE BRACING ACCORDING TO ANSI/TP1-2014 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT c d — N BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. c Z IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED To 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT $ w U /\/w,'' `/\N m CONSTRUCTION MATERIAL (SUCH AS GRAVEL EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS, ~ wI SPECIFIED BY THE TRUSS MANUFACTURER ALL 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING 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. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT E m b W c ut�u ATTACHED DIRECTLY TO THE B070M CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT, N � SEE TYP. TRUSS BLOCKING DETAILS REVIEWED FOR m U M E o SHEATHING CODE COMPLIANCE '®= o 0- N j l 3 T04TRUSS x4 AS SHOWN r /1 ^O Y ST. LUCIE COUNT I - - � U a0V_s r✓Q - TRUSS SPACES ALTERNATE DIRECTION m Q N o o�O M QIW RUS 3 v ® DAMS HOMES 0 FLORIDA CONTRACTORS LICENSE N0. CRC1330146 VERTICAL SCAB 2X6 #2 SPF 48" O.C. SEE (2f1 NAILS W/ (4) 12d TOP & BOTTOM OR H5 TRUSS SEC ON TO TRUSS OR HCLR/LL IN PLACE OF (4) 10D &B 'E.' REQUIRED @ RAFTERS GREATER THAN 8'-0" 3000 GULFBREEZE PARKWAY SEE STRUCTURAL NOTES AND NAILING GULFBREEZE FLORIDA 32563 SEE PLAN auBLE TOP DOUBLE PRE -ENO. TRUSS POU TOP PLATE SECTION B-B SCHEDULE FOR SHEATHING DETAILS s VARIES ROOF w DIVISION LOCATION: 2x STUD WALL SEE PLAN SLOPE PORT ST. LUCIE CONY. FRAMED RIDGE \ \ / Job Information: MAY BE NAILED w/ MIN. VERTICAL SCAB 2X6 42 \ 2X4 SPF BLOCKING \ / (4) 12d WHEN IT LANDS SPF 48" O.C. W/ (4) 12d \ BETWEEN TRUSSES / \ / 'tlL°c NEXT TO PRE-ENG. TRUSS TOP & BOTTOM OR H5 OR 2x8 W/ (3). NAILED @EACH /O SIDE w 3 12d NAILS WHEN HCLR/LL IN PLACER (GREAT \ @ 48" D.C. MAX. / \ / PV B REQUIRED w/ (2) MTS12'S REQUIRED HANIB -0 @RAPIERS GREATER \ COPY FILE Y�■ ■ o N \ 2x4 SPF BRACE \ / @ 48" O.C. -NAIL w/(4) COLLAR TIE EVERY TI \ \ \ \ 12d AT EACH END & ALTERNATE DIRECTION m O SHEATHIN RAFTER 4CB \ \ \ N m 2X4 BLOCKING BETWEEN BEVEL CUTS TRUSSES W/ (2) 12d NAILS (OPTIONAL) . .. i , A o ii N @ EACH END, CONT. EACH BAY CU It B TB 2X4 SPF W/ (2) #7X3-1/2" / / TRUSSES / / SEE PLANLu -d 0 •- M ALTERNATING DB WOOD SCREW EACH TRUSS BLOCKING OR H5 @ 48" O.C. PRE-ENG. TRUSS / / / / .� aU. l0 \ N U N N E STRUCTURAL SHEATHING CONT. ROOF SHEATHING AT TRUSS TOP CHORD AT ALL HAND FRAMED AREAS TYP. \ / / \ \ / / L Q N ~ v SEE PLAN FOR CONNECTION SIMPSON A34 OR \ \ / / / / f0 CN B 2X4 P.T. BLOCKING BETWEEN DIAGONAL TRUSSES W/ (2}32d NAILS @ AT 8'-0" WOOD • 2x8 #2 SYP RIDGE BEAM EACH END MAX TRUSS 2x6 RAFTERS @ 2'-0"O.C. (USP MP4) @ \ \ 2'-0" ON CENTER \ \ / / / 2X4 SPF BLOCKING \ n BETWEEN TRUSSES Y \/ 0 N O coW ' ^ . ^ OO L� lJ / (J, Model Name/ Number: MAX. W/ (3) 12d COMMON TOENAILS TO RIDGE BEAM @ 24" D.C. MAX.w/ \ / \ o WALL BELOW 2X4 RAFTERS FOR SPANS LESS THAN ,\ (3)12d EA. END (TYP.) c 65 (SEE PLANS FOR TYPE 4 FT @ 2'-0" O.C. MAX W / (3) 10D / SEE PLAN STE MASONRY COMMON TOE NAILS TO RIDGE BEAM 2X4 CONT, AT STEEL OR WOOD Plan Issue Date: T & B CHORD BEARING SUPPORT 1/2" SPACE o TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING Wednesday, oecemberos, 2020 KAPROIECTNUMBER: @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING ` SEE PLAN FOR MORE SHEATHING � INFORMATION v 20-4146 Y 2x4 S.Y.P. @ 16" D.C. a Sheet: Of: N TBO6 BLOCKING AND CONVENTIONAL FRAME DETAILS N T's' TB1S EXTERIOR NON -BEARING WALL DETAIL N.T.S. ROOF FRAMING AND BRACING DETAILS E C E \\ THERMA-TRU INSTALLATION \\\\ KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 1 1/4" EMBEDMENT INTO THE MASONRY JAMBS. N. SPA EVEI u 6" 6" SINGLE DOOR SPP EVE a SINGLE DOOR W SIDELITE 3" O O 3n Tr 3"11Z 3" 311E I I Ifl, I ' f 3„ 3" 3" 3' 3„ 6, 6, DOUBLE DOOR W/ SIDELITES V. 6' 'PACE :VENLY ;o 6 SINGLE DOOR W/ SIDELITES a', Ftn 6 6 3, 3n 6" DOUBLE DOOR LOCATION OF BARRIER TO BE IF-Ofl IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE FILLED PVC. PIPE. ins TOP OF SLAB 00 11, 1II II ° 1 i if Ir I 0 o H vi O z I ' 16" MIN. DIAMETER ! CONCRETE FOOTING &M DETAIL N.T.S. 3„ SPACE EVENLY I Vote ftpoi DAM 1' 8' SE4 NAIL SHINGLES W/ SS OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. 0Dely� 6toeL� 0 �maist aP°aa A'p3�° 5��t�Atw G°o,ea giO DpUtse �utss � i � Rake ysX Coo MallMIPall Edge1Z ` tag" i to use In overa eaves If drip used, if ne c SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY TEXTURED, PAINTED BEHIND FLASHING LOCATIONS) ENTER. WALL FINISH AND EXTENDING A MINIMUM OF 6' ABOVE 6' X 6' H GALV. VERTICAL RISE OF FLASHING VERTICAL WALL FLASHING CONT. AT KNEEWALL T ENTRY PLASTER STO SEALANT ROOF SHINGLES ` z 6" x a' H GALV. FLASHING CONT.� > FLASHING DETAILS NOTE: THIS DETAIL IS REQUIRED \ FLnswnG AT ALL VERTICAL WALL INTERSECTIONS \ WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET j KNEEWALL INTERSECTION INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF W'DOW AND/OR SGD FRAME MIN.) GLUE STRIP W/ ADHESIVE SEALANT & SCREW w/ 3/16" x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATION OF WINDOW ATTACH M ENT N.T.S BUCK STRIPS - 1x4 (DEPTH OF Wow. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" X 2 1/2" PHILLIPS ", 1/2" DRYWALL FLAT HD. "TAPCON" SCREW THRU THE W'DOW FRAME INTO MASONRY JAMB MIN. 4" FROM END AND MIN. 16" C.C. —1/8" SHIM SPACE ENT. FINISH DRIP EDGE WINDOW SEALANT BACK OF JAMB GENERAL CONTRACTOR TO COORIDATE SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S 2X WOOD FRAME - BY OTHERS SHEATHING BY HERS CAULK BETWEEN - FYN &SHEATHING EXTERIOR — CAULK BY OTHERS O.A. WINDOW HEIGHT ` EXTERIOR 11/E MIN. EMBEDMENT, INTERIOR` TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S 1/4" MAX.' SHIM SPACE 1905.1.8.5 DRIP EWE. ERUADE DRIP EDGE AT EAVES AND GABLES OF SHINGLE ROOFS. OVER.AP 70 BE A MINIMUM )F sin (76cm). EAVE DRIP EDGES SHALL EXTEND Alin BELOW SHEATHING AND MEND BACK ON THE TOOFA MINIMUM OF 21n. DRIP EDGE AT EAVES SHALL BE PERMITTED TO BE INSTALLED EITHER )VER OR UNDER THE UNDERINWENT. IF INSTALLED )VER THE UNDERIAYMENT, THERE SHALL BE A MINIMUM AM WINN OF ROOF CEMENT INSTALLED NOR THE DRIP EDGE RANGE. DRIP EDGE SHALL BE AECHANICALLY FASTENED A MAXIMUM OF 121n ON :ENTER WHERE THE Vssd AS DETERMINED IN \CCONWCE WITH SECTION R301.2.1.3 IS 110 MPH 177 W/H) OR GREATER OR THE MEAN ROOF HEIGHT EXCEEDS 33 W (10.058 mrRI DRIP EDGES SHALL BE MECHANICALLY FASTENED A MAXIMUM OF 41NCHES )N CENTER HyLke nclFLI�,�,`^ s � 62IniftlemonI5/ , 00,�„3BB 1I1300 VT280 G82000I GB2080 Presti 862 P a882 1 IM10 MArnum Fastener Sped, (Jambs, Head and Sill) Wall Framing: #2 Sprum1Pine/FI, ,Silicone _ #10 XI-1/2' #SP..-•., Srsawa Screw Minimum Penetration Glaeng Beed 13/8" led"Ag No' —J- c ross section View flail view of RMedV*Kkw �. Mnimum manna Sherri Hole: wesbon9lyrecpmmenetllaun alflashmgantl/or mg bAvs Mes/1/pits ea ablMdm,1577Y E7tt7-0l, NoweoN, dgero vaNaf✓on /n cooesanQbu/M tyALLa,lt/aJertW roMeaMwerro tlmernrwx NeCsoOetNuts/NHon aldwa#eJl#ma. ..BHL°E-FRE OUE`Atf. WBF.Af• 4f:3 Befog g your window, me bubble wrap may back for but please re -stick me wrapm blod Alp[wtion, Pmthi the bPCt9 f[Om sCldC[hCs and 9tl1H damdgeuM1n! µVts[IURIen LS @mp2ta. 61 nmv Stepl Meesluelobe We thedpenng s 3/8"tir1/2" lagerthanthe Windowshm both yertlWlyand hakmtally. • You may wish to pr"611 the instaldtien holes in the on at this time. a Hre nwar M Hie moonvirl en as &W newt Step Apply a gerwrous teed of aNcore m the backside a the mounting Pos. Use enough endure a su/Acleth, 01 all vodc tetween the fin and the wall aMmuring. Step lre thewlndowg theopmngfrom Meoulalde. The window slabeled 'Inside' and 'out5de", tag dtheia Islas have been removed, the 9W;Dg bead aroud ah¢ya be b the inside of the building, Step 4 Install shims under the sill, ad),s8ng then until the to S PAm,b In the opening. ShNw dmud be installed under the sill eeey 2 feet. The window should be boul Pinhead in the openual, with no mote than Ur4m tip behesen the window and wall firimang. Steps hotalla#lox 1- 2"seew4" fans Memmerofthe fin stead, and ofdm head, sni and both' Shop 6 Fall the remaining fa#enes In 8" increments from the turner spews ta the cells of each hams membe. Um Mrs rot w ova- tghten the screws and pull them tMagh the an. Aso, make sum the spews Go in Sell and W not ause the ham, W bow, Wall Remiss shod to a minimum of #2 Slnueslone/Mr. Fasteners should be#10 screws of sulRtlnt lanolin to achieve 1-3/8° penetration Rod the wag and tg CS than l/Y from eogof ham FoRenek w amities needed in each side of game to'arhkwe 8" ofthoarier 30' 19' tar" 3#' 42" 50" 5#- GB" ]4'. 92" 90- 99" Number of Fastewn 3 9 4 a 0 r 1 9 1 9 1 SO 1 11 1 12 1 13 Stop 7 Removw, exams, slldmM Wr halm around the fin and ImPbOt fro holes or voldt. Use shoone to All any vNds. Ste/, 8 NdOered, a foam ImuWean tun h applMd to d,e Inmrla 9aP between th wader and well hating. If AppBe U ,,,md the eke NON EXPANDING TYPE EOAPd. Step 9 Sinm them windows am gpRalry used in rooms with hgh mdstum, S, bathrooms, It is recommended that the Interim gap between the winos and wall taming also he Bailee wW sioam and Haled ad se rot W %ter/em man the instsU do of wanboamlthe or trim. Step 10 Oi all mnstnsctd" s mmpiete; remove the bubble wrap Rom the lade and ouCpde mihe wmow. R neressary, dam, ha bbrks with a mild deragent and warm wake us12 2 a salt dmh. Failure to fallow these procedures will void any and all warranties. GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION AND CALL OUTS. Product Approval Submittal Affidavit Building Address: Contractor: Building Permit: Product Design Pressures Manufacture Model # Attachment Method Approval # Roofing: 1st Choicel DADE COUNTY APP. IKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. FL7006.1 R-10 W/ 3/8" MIN PENETRATION THRU SHEATHING ROOFING VENTS: Florida Metal FLAMCO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, Products Inc. "Off -rid a vent" " F M EDGED 4" TYPICAL FL21580.1 R-1 ROOFING UNDERLAYMENT: 1st Choice TAMKO BUILDING PRODUCTS LC TAM KO No. 30 #30 ASPHALT -SATURATED ORGANIC FELT UNDERLAYMENT SHALL BE APPLIED AND ATTACHED IN ACCORDANCE WITH R905.1.1 FL12328-R8 2nd Choicel Overhead Garage Doors: AIIPLIAn��F 1st Choice +30.0/-30.0 CLOPAY 53W5 16 x 7 2"x6" P.T. WOOD JAMB WITH 'CIE C 1.:16546.1 (5) 1/2" DIA. x 8" "J" BOLTS A y FL15279.36 2nd Choice +30.0/-32.0 CLOPAY 8 W� Swing Doors: 1st Choice +67.0/-67.0 THERMA TRU-CORP. FIBERGLASS DOOR GLAZED INSWING tax BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL FL20461.1 2nd Choice +67.0/-67.0FIBERGLASSDOOR THERMA TRU-CORP. FLUSH FL20461.19 OUTSWING BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM FL204 1. TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. THEREAFTER. (TYPICAL ALL 4 SIDES) Siding: 1st Choice +0/ -146.3 The Tapco Group 7" Staggered INSTALLAITON FASTERNERS ARE GALVANIZED STEEL ROOFING R20403.17 Shakes NAILS 1Vz" LONG WITH 1/8" DIA. SHANKS & 3/8" DIA. HEADS AT 10" O.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL N.A. N.A. Ice SHALL BE BEYOND WALL DRESSING N A Windows: 1st Choice +40/-50 MI WINDOWS 3540 SERIES Single Hung (fin) SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN. IA" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. FOR INSTALLATION THROUGH 2x BUCK USE #8 WOOD SCREW OF FL 17676.1 R9 +40/-50 MI WINDOWS 3540 SERIES Single Hung (flange) FL 17676.8 R9 3540 SERIES +50.0/-50.0 MI WINDOWS Picture winnow SUFFIENT LENGTH TO ACHIEVE 1%" INCH MINIMUM EMBEDMENT FL18644.3 R3 IN WOOD SUBSTRATE, Mullions: 1st Choice M-1926 MI WINDOWS Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE FL 18504.1 Mullion 3/16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 11/a Horizontal MINIMUM FL 15 004.2 10-1926 EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM Mullion I EDGE DISTANCE Fixed Glass: 1st Choice +50.0/-50.0 BL CK 625 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR FL18644.3 R-3 WITH MIN.'W' EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD 2nd ChOICe BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. 3rd Choice Soffit: 1st Choice +55.0/-35.0 KAYCAN LTD 8" BEADED 11/2" NAILS 10" IN FL18503.4 R-3 aSoFITVINYILI N 0FSOr0FIT Hurricane Panels: HURRICANE STORM 24" Ga. DIRECT MOUNT. TOP 1A"-20 MALE PANELMATE W/ 46 PSF ENT/ Galvanized 1st Choice 46 PSF TNT. PANEL MFG. INC. Steel Stun WINGNUTS AT 12f" O.C. BOTTOM /A"-20 SIDEWALK k116293.1 Panels BOLT w/ POWERS CALK -IN I have reviewed the above components of cladding and have approvefi their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: FI. # 56126 Name: TODD M. BORN Certification Number: FI. # 82126 Name: Luis Pablo Torres Certification Number: FI. # 87864 NS o v1 87864 0 I E. BTATr- '°iae f. 0 n , R i _ g E- sla o c gv 6 la to v Co e`I A F (D 1- LO 00 —o y.i DO Nm JJ LL LL OW 13 q01. W Ud 232.3 19���� I Zw�a6 w s ZC 3 0 R q LL ®o m GO gggr�� W 01 U3 Ru €€�s WWW.FOSENG.COM ❑ ❑ ❑ z z Z M o Z 1) N FC W on a — Z Lo - r- V) VI M J1/ r/ Q) N W LL 9 U W O C � uLgu - i (l3 V N E c r b �01 < 00ao Cq 0 a''m ® DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: li O z 0) W N y ro /z N Y o N � E ai V Q� I—N a LU�#•1 O J 00 W V! Model Name / Number: 2265 Plan Issue Date: Wednesday, December 09, 2020 KA PROJECT NUMBER: 20-4146 Sheet: Of: S-5 MATERIAL REFERENCE INFO (PSL) MECHANICALLY FASTEN AS _ FOLD UP WEATHER THESE DETAILS ARE GENERIC AND MEANT TO SHOW FLASHING REQUIREMENTS NECESSARY IN CORNERS THROUGH RESISTIVE BARRIER& WEATHER RESISTIVE GENERAL FLASHING AND WATERPROOFING METHODS SELF -ADHERED FLASHING TEMPORARILY SECURE BARRIER DOOR ROUGH OPENING TO BE USED. R703.1 General. Exterior walls shall provide the building With a weather -resistant exterior wall envelops. The exterior WEATHER I WINDOW UNIT wall envelope shall Include flashing as described In Section R703.4. A water -resistive barrier Is described as a -RESISITIVE material behind an exterior wall covering that is Intended to resist liquid water that has penetrated behind the exterior BARRIER WOOD FRAME CONSTR. TAPE °� EXTERIOR SELF -ADHERED FLASHING 3/4"-1" BEAD OF CONSTR. SLOPE covering from further Intruding into the exterior wall assembly. An exterior wall covering vi ingdescribed th r- material or SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER 0.3 in : 12.0 in SELF ADHERED FLASHING assembly of materials applied et the exterior slue of exterior walls for the purpose t providing a weather -resistive finish OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN 0.6 cm : 30.5 cm) barrier, Insulation, n for aesthetics, Including but not smltod to, veneers, siding, exterior Insulation and finish systems, WALL BY 61N. UP JAMB 6". USE LIQUID NAIL BRAND ( architectural trim and embellishments such as cornices, soffits, and fascias. Inesae"wixoow) OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING PRODUCTS DETAILS R703.2 Water -resistive harder. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 WEATHER SELF -ADHERED FLASHING EXTERIOR for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such c RESISITIVE CEMT. FIN. TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 Inches i BARRIER SEAL TOPS of JOISTf ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 (51 mm). Where joints occur, felt shall be lapped not less than 6Inches (152 mm). The felt or other approved material s " shall be continuous to the top of wails and terminated at penetrations and building appendages In a manner to meet then UNDER DECKING rSUBFLOOR requirements of the exterior wall envelope as described in Section R703.1. (SEE DETAIL WP07) SELF -ADHERED FLASHING v R703.7.3 Watewesistive, barriers shall be Installed as required In Section R703.2 and, where applied over wood `o WIRE LATH sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of HEAD FLASHING TIE-IN INSTRUXTIONS: Detail Instructions Grade D paper. The individual layers shall be Installed independently such that each layer provides a separate d 1. Cut, fold up & temporarily secure weather RIM JOIST resistive barrier above header to allow for fleshing installation Refer to the number marked as in each detail that corresponds to the continuous plane and any flashing (installed In accordance with Section R703.4) intended to drain to the water -resistive Y barrier Is directed between the layers. 2. Self -adhered flashing plus head flashing under weather BUILDING numbered items in the list of instructions below: g resistive barrier PAPER 1. Install self -adhered flashing in order as shown by numbers Exception: Where the water -resistive barrier that Is applied over wood -based sheathing has a water resistance equal to N 3. Fold weather resistive barrier back over head flashing and z 2. Install flashing and weather resistive barrier to form water shedding laps or greater than that of 60-minuts Grade D paper and Is separated from the stucco by an Intervening, substantially E seal with tape O 3. Self -adhered flashing can be substituted for building paper nonwater•absorbing layer or designed drainage space. 4. Split the release paper using the ripcord (Split release on demand, R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion In a manner to prevent entry of ; Scale: NTs SELF -ADHERED FLASHING embedded in the adhesive layer) - for ease of installation and to minimize water Into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes " SELF -ADHERED FLASHING SELF -ADHERED FLASHING W P02 W P03 scaring cuts used as Bashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the 2 FLANGED WINDOW W PO 1 EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint Q FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER 5. Remove all release paper per standard installation instructions and d adhere to substrate using a square piece of flashing material (6" x 6" expansion and contraction, used as aching next 87r or other approved standard as appropriate for the type to sealant. Fluid -applied membranes used as flashing In exterior walls shall comply with AAMA 714. The flashing shall extend to the � RUBBERIZED ASPHALT Minimum) surface of the exterior wall finish. Approved corrosion resistant fleshings shall be installed at the following locations: c EXTERIOR SHEATHING RUBBERIZED ADHESIVE EXTERIOR SHEATHING 3/4"-l" BEAD OF CONSTR. INSTALL SELF -ADHERED ASPHALT 6. Fold as shown by arrows 3 -� ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD ADHESIVE 7. Angle Of corner may vary, adjust folding of the flashing accordingly to fit 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface Of the a`"titlr! rta` THRESHOLD OF DOOR AND RETURN FLASHING, SEE SELF -ADHERED FLASHING exterior wall finish or to the water-r'6slative battler complying with Section 703.2 for subsequent drainage. UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW tight to comer Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings m �O Q P ...... ° REFER TO TECHNICAL OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) 8. Mechanically fasten as necessary shall be Installed In accordance with one or more of the following: ;, ��� �5 : • �O S�d N,':^ LETTER ON CHEMICAL � SCORED v •{ 64 COMPATIBILITY , RELEASE PAPER 1.1 The fenestration manufacturer's Installation and flashing Instructions, or for applications not addressed In the T N 78 _• �� . (BEFORE FOLDING, SCORE fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where z SELF -ADHERED SELF ADHERED FLASHING, aeLense vAPERTO ExROSE flashing Instructions or dstalls are not provided, pan flashing shall be Installed at the sill of exterior window and 3 a FLASHING EXAMVERTIAL MINIMU 6" ADHESIVE AS SHOWN) E.. door oY FROMpenings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the c �.-p ATE BOTTOM OF exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall r v THRESHOLD MECHANICALLY FASTEN AS Incorporate flashing or protection at the head and sides. i �% I C O•' '•i O 4'v ' a NECESSARY IN CORNERS THROUGH ^' °°° r �^`Y�to SECTION -A 1.2. In accordance with the flashing design or method of a registered design professional. '}aE ' f7 is !�� y4^<<` (SEE DETAIL WP02) SELF -ADHERED FLASHING 1.3. In accordance with other approved methods. ? %9i t i, L t 6 i1 rn 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or d SELF -ADHERED [�'� FMA/AAMA/WDMA 400. o 1 G) FLASHING " v 2 2 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both e SELF -ADHERED FLASHING 5sides under stucco copings. $' 0 NAILING FLANGE 1 4 3. Under and at the ends of masonry, wood or metal copings and sills. 2 SEAL TOPS OF JOISTS OQ 6 4. Continuously above all projecting wood trim. s w m DO NOT FLASH OVER - UNDER DECKING U $.__ rp a 00 BOTTOM NAILING 8 (SEE DETAIL WP07) 2 7 S. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. g w 87 W to m FLANGE SELF -ADHERED FLASHING �/�� SELF -ADHERED FLASHING SELF -ADHERED FLASHING S. At wall and roof Intersections. "c R = g '* 'k HALF ROUND WINDOW Y Y PO4 EXTERIOR DOOR WITH DECK 7WPO5 WP06 0 € EEO! D 8 - w s"" O vying 7. At bulk•In utters. y HA O INSIDE CORNER g c a c$ LL W vs a W o o d W sgliJ, O=m.a K SELF ADHERED FLASHING a a z DECK PROTECTOR -^. o w ��' I;Z. m m Ygs"ems aRmmd r0 SHEATHING '' fl J - `+' 7/8" Cement Plaster 7/8" Cement Plaster � � e �g � ,a Z � � � � a in accordance with in accordance with o fiil s �9 Z d a ASTMC926 ASTMC926 as W o Cl SELF -ADHERED FLASHING PATCH < r" @'� WWW.FDSENG.COM ❑ ❑ Felt backed metal Felt backed metal LO lathe in accordance y lathe inaccordance Z with ASTMC1063 with ASTMC1063 M O W o 13 .. .' SELF•ADHERED FLASHING :5Z o 0 DECK PROTECTOR Building Paper Building Paper Z d \ 7/16" O.S.B. 7/16" O.S.B. d o_ sheathing - sheathing Ln , , .�° Z n DOUBLE :: Keep top edge 8 �en (0 "� SINGLE JOIST , Metal o SELF -ADHERED FLASHING , weep screed f e n 1� JOIST SELF -ADHERED FLASHING 1 , - 311/2hlg block"below top of E 2 Unperforated ° U Vulcum S w 2 3" MIN ttom 4 Flange 7/8" 0 O c ai 1�.I ep O 5 Maintain screed joint + RIB. Metal Fcauk oashing a w M 0 8��91\' Bottom of 2" Unperforated a: SELF -ADHERED FLASHING x^ APPLY A LIQUID FLASHING TO THE MASONRY OPENING (HEAD JAMB, SILL) IN Q Weep Screed CO Fula ge/7/8" Weep Screed ,® U N 0 Y O III SELF -ADHERED FLASHING IWP07 W P08 ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE W P 09 1 1/2 to 2 ST. y c o Qlm \HO.8362x;DECK JOIST OUTSIDE CORNER a a INSTALLATION OF THE BUCK/RECEPTOR. Above ROOF Dec Came Finish 2 Sheathing Decorative Finish m y ® DA S HOMES G 5 • • o, All inside and outside corner will FLORIDA CONTRACTORS LICENSE NO. CRC1330146 °• need to be miter 3000 GULFBREEZE PARKWAY EXTERIOR WINDOW UNIT cut and caulked all GULFBREEZE, FLORIDA 32563 CEMT. FIN. Cement Plaster butt joints need to s BUILDING PAPER in accordance 9• R ' becaulked usingv SLOPE SLOPE with ASTMC926 Vulcum caulk for all „ DIVISION LOCATION: SLOPE 0.3 in: 12.0 in 0.3 in: 12.0 in over wood 2nd N PORT ST. LUCI E 0.3 in : 12.0 in (0.6 cm : 30.5 cm) (0.6 cm: 30.5 cm) floor ♦ Job Information: (0.6 cm: 30.5 cm) _ o SELF -ADHERED FLASHING a WIRE LATH SELF -ADHERED FLASHING - EXTERIOR CEMT. FIN. BUILDING PAPER O WIRE LATH 1/2" Cement ry Plaster Finish a to SELF -ADHERED FLASHING W o m Block o W U WIRE LATH 2 1/2" Perforated c u o• Flange 1/2" Weep > CN to N N U E BUILDING PAPER o Screed ¢ a� BUILDING PAPER Cement z i U N a Plaster i over block 0 J LL I= 00 LL EXTERIOR list floor J m U) WINDOW UNIT CEMT. FIN. Slab Install bottom N ♦ Model Name /Number: edge of weep screed 1" below 2265 finish floor m Ar-♦ Plan Issue Date: OPTIONAL DETAIL Wednesday, December 09, 2020 a $ O � ♦ KA PROJECT NUMBER: g Note: N 20-4146 3 The building paper and metal lath Y must be installed over the top of WEEP SCREED DETAIL Sheet: �� of: SELF -ADHERED FLASHING SELF -ADHERED FLASHING p N SELF -ADHERED FLASHING W P 10 CEMT. FINISH WINDOW SILL W P 11 CEMT. FINISH PARAPET WALL [YV 1- 1 2 the Weep Screed. SCALE: NOT TO SCALE CEMT. FINISH WINDOW HEAD WATER PROOF 0 DETAILS 5" bath duct to roof cap w/70 cfm fan I N N N h � w N .00J 0\A Y9AMIR9 Y8 03TTIMR39'.2A 300ANIORO .WT! 42X42 A/C SLAB BY BLDR MIN 2' FROM WALL 5" bath duct to roof cap w/70 cfm fan H2 dS 3 08A T2A3R9 "d "0 r—'c ° a O b BEDROOM/ Tf 3 8' CLG 2' 0.. L-.LG 12 Od?L 105 x6 1 wcd aM3T 0. 10x6 1 wcd 6 35 Nds 10x1,0 rag BR AKFP,S� i Y \ .;;.M 10.-0.. CLi; w 35 81 L 1 x6 lwcd FIT a ��� � �'122 ag 6" \ 10x10 rag O w 10a" BEDROOM 3 6> KIICHE cL€ I '-O" CLG o 60 10x5 lwcd 10x6 lwcd 75 y I L ry 1 0x1 0 ra . 10x10 rag.., . "a 8 24x18 ra A\ A VI 8'-O'7pLG 10x6 lwcd ` 451 8x4 1 wcd o n8x48x411 wcd ° UTILITY b 8'-O" CLG ° 4H6�.H.W ) 22300A OITTA OJ9H NI 3TAOOJ Aim "laE X "SS 2 CAR GARAGE �8,-0" CLG H2 BS J8O _. ■ 3VO8A. T2A0399 "ar --o N U LANAIa w° 00 8'-0' CLG w. � �. OWNER'S BEDROOM 8'-0" CLG HZ OCOE (S) s - o 175 14x8 lwcd 1 16" 8x18 rag 18x18 rag 220 14x8 1wc FAMILY ROOM S.� 1 14" i ® "0—'e OT XOE 9093 6" 10x61lwcd I�IV ..- - 10'—O" CLG L D 10 CLG ti" cLc o" o m m w 0 0 0 b o _ � o ,BaOE �ru3al2 "sr - (s) — H2 aS JHO LJ .VGA MOaVA OJH'T .T3M VGA 2NART .V3J3 332 4" dryer duct to roof cap ENTRY w/dryer vent box :ZV8AL2ST 300A 3.0 TON W/5KW 0240V 1 P 18x13 plen platform by bldr scale :1/4"=1'0" H2 es J9 5" bath duct to roof cap w/fan—light 70 cfm NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS Transfer ducts/grills sized in compliance with Florida Residential Building Code—M1602.4 balanced return air. EXCEPTIONS 1-3 FLOOR PLAN SCALE: 1/4" = ELEVATION "A" &. "B" 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. 5" bath duct to roof cap w/70 cfm fan AREA CALCULATIONS 1st FLOOR 2281 S.F. 2281 S,F, TOTAL LIVING (AC) GARAGE 476 S.F. COVERED ENTRY (BASE) 57 S.F. COVERED PATIO/LANAI 186 S.F. TOTAL AREA UNDER ROOF 3000 S.F. REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC CONTRACTOR C04F s 0 O\s-, 3 00 0 Q S V( �V 1 A