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Home My WebLink AboutBuilding PlansR318.1 TERMITE SPECIFICATIONS: ` TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BATING 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." N T 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.P. R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C 926 AND ASTM C 1063 AND THE PROVISIONS OF THIS CODE. EXTERIOR WALL LATH ATTACHEMENT LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED TO WOOD SHEATHING WITH 11/2" LONG. 11 GAGE NAILS HAVING A 7/16" HEAD. OR 7/8" LONG, 6 GAGE STAPLES SPACED NOT MORE THAN 6 INCHES ON CENTER VERTICALLY AND HORIZONTALLY (REF. 201.7 FRC R703.7.1). R703.7.2 PLASTER. PLASTERING W/ PORTLAND CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHEN APPLIED OVER METAL LATH OR WIRE LATH AND SHALL BE NOT LESS THAN TWO COATS WHEN APPLIED OVER MASONRY, CONCRETE. R703.7.3 WATER -RESISTIVE BARRIERS. WATER -RESISTIVE BARRIERS SHALL BE INSTALLED WHERE CEMENT PLASTER (STUCCO) IS TO BE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. THE BARRIERS SHALL CONSIST OF ONE OF THE FOLLOWING, 1. TWO LAYERS OF AN APPROVED WATER RESISTANT BARRIER MATERIAL IN ACCORDANCE WITH R703.2. 2. ONE LAYER 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. MASTER REVISIONS DATE DESCRIPTION STRUCTURAL NOTES: CAST IN PLACE CONCRETE 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 PROVIQQQQQQED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. 3. HORIZONTAL FOOTING B S SHALL BE BENT 26" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. 4. CONCRETE COVER MIN. WHEN EXPOSED TO EARTH OR 11/2" TO FORM U.N.O. 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN. THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LBS OF FIBER PER CUBIC YARD. S. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM A615/ A615M GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRECAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS.. TOP REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05ON LINTEL PLAN PAGE. 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX 7- 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. STRUCTURAL DESIGN CRITERIA CODE CRITERIA 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 - (ACI 301.10) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13). NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2015 EDITION WOOD FRAMED CONSTRUCTION MANUAL 2015 EDITION APA PLYWOOD DESIGN SPECIFICATION 2012 EDITION AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE/SEI 7-10 ALUMINUM DESIGN MANUAL -2015 EDITION 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE ....-.......... ...-.�� ......W. . WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE. (A)GOVERNING MUNICIPAL AND REGULATORY AGENCIES (3) LOCAL STATE AND FEDERAL BODIES 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 ( fm =1500 PSI) DEFLECTION CRITERIA 2. MORTAR SHALL BE E "S",TO ASTM 3. COARSE GROUT SHATLL CONFORMNFORMING TO ASTM C476 WITH A7MAXIMUM AGGREGATE SIZE OF3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI SLUMP S" 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. ROOF TRUSSES* LL/360 TL/240 COMMMENTS: 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, ROOF RAFTERS LL/180 TL/120 WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. ROOF RAFTERS (W/O CLG) LL/360 TL/240 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MSO5 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. FLOOR TRUSSES/ BEAMS ** LL/360 TL/240 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAYBE USED TO PREVENT THE FLOW OF FLOOR FJOIST*** LL/480 TL/240 GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS ASTOP IS PROHIBITED. S. TEMPORARY BRACING AND. SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. *.TL MAX 2" UP TO 40FT SPAN **TL MAX 3/4" *** TL MAX 1/2" 11, CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. GENERAL ROOF LOADING WOOD CONSTRUCTION SHINGLE METAL TILE ROOF (PSF) ROOF (PSF) ROOF (PSF) 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (I.E BLOCKING OR GABLE TOP CHORD LL 20 20 20 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 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 TOP CHORD DL 7 7 15 BOTTOM CHORD LL* BOTTOM CHORD LL 0 10 0 10 0 SO SHIELDS. ALL HOLES OVER A" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ•C, ACQ-D, CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. TOTAL (PSF) 37 37 45 BOTTOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE 20 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. ATTICS W/ HEAVY STORAGE * ATTICS W/ NO STORAGE (NON -CONCURRENT) 50 10 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP 1.7E Fb=2400 PSI MIN. 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN APPROVAL FROM FOR OR INDICATED ON PLAN GENERAL FLOOR LOADING ROOF DECK: PLYWOOD GC/GD, EXTERIOR DR TSB FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED(48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. WALL SHEATHING: 7/16"STRUCTURAL 1 OSB EXPOSURE 1 OR 15/32" RATED OSB EXPOSURE 1 A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. TOP CHORD LL TOP CHORD OL 40 (PSF) 10 (PSF) COMMMENTSi PRE ENGINEERED WOOD TRUSSES BOTTOM CHORD LL 0 (PSF) BOTTOM CHORD DL 5 (PSF) 1 ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER ROOF (PSF 20 25 0 10 LPLAN PREFABUCATEDW 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL SPECIFICATION FOR STRESS SPECIAL FLOOR LOADING -GRADE LUMBER AND ITS FASTENERS" AS RECOMMEND D BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. GAME ROOM BALCONIES/ DECKS BALCONIES OVER 100 SQ:FT LIGHT STORAGE 60 (PSF) 40 (PSF) 100 (PSF) 125 (PSF) COMMMENTS: 3. TRUSS MEMBERS AND CONNECTIONS! BE PROPO TIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. LIBRARIES READING ROOMS STACK ROOMS 0 (PSF) 3.50 6(PSF) 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, GUARD RAIL 0 HAND RAILS (d) GUARD RAILS IN FILL COMP. (f) ROOMS OTHER THAN SLEEPING 200 (PSF) 50 (PSF) 40 (PSF) "- AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE.. EACH SUBMITTAL SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS, TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. I SLEEPING ROOM STAIRS 30 (PSF) 40 (PSF) UPLIFT CONNECTORS FOOT NOTES d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOR. f. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50. POUNDS ON AN AREA EQUAL TO 1 SQ. FT. 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR MORE INFO. WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 3OFT ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE 0 VALUE DENOTES SUCTION DIAGRAM AREA ® O (+) 27.6 (+) 27.6 10 (•) 29.9 (-) 37.0 (+) 26.5 (+) 26.5 20 (-) 28.8 (-) 34.4 Q 50 24.8 (+) 24.8 27.1 1-) 31.1100 23.4 (+j 23.425.7 (-) 28.8 DIAGRAM GARAGE DOOR * SOFFIT (-) 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 41-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS. WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. SEE FLOOR PLAN FOR ACTUAL PRESSURES INDEX JIFF DRAWINGS SHT NO:[ TITTLE 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 3.1 DETAILS & SCHEDULES 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS S-4 DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS M-1 I HVAC L FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: j 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. It Is the Intent of Designer/Engineer listed In the tltleblock of these 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 j PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OM17TED REBAR AND INSTALL A 32" LONG 45 BAR INTO 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. - 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. Professionals Clear information. Every attempt has been made to prevent error, The Builder and all subcontractors are required to THE EPDXY FILLED HOLE. USE A O PA RT ART 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 INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 67H EDITION (2017) RESIDENTIAL the commencement of any work. The Designer/Eng(neer 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 DURING BOND BEAM POUR. r responsible for any plan errors, CONTROL OF CONSTRUCTION SITE: 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 COIL undetected and not reported to the Designer /Engineer prior to he DesignermisinterpretationsEngineer prior to KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE TO FOOTING). Construction. All construction MUST be in accordance to the 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSMIL6 TWIST STRAP W/ (4) .A"x 21A" TITENS TO CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE information found in these documents. Any questions regarding the I information found in these plans should be directed to our Quality MASONRY AND (7}10d NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS .RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 1112" SDS SCREWS AND (5)114' x 2 1/4" TTENS ONE EACH SIDE OF TRUSS. TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT,. VANDALISM, TRESPASS, OR ANY OTHER Assurance Manager immediately. arges i PERIL OR CONDITION, AT ANYTIME, EXPRESSLY INCLUDING, BUT NOT LIMITED T0, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER will be considered for reimbursement by the Designer/Engineer r r imbursement r/ nglnee NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE CONSTRUCTION AND KA AND. FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY 11MEFOR ANY REASON. , without advanced notification and approval by the MISSED, CONTACT THE FOR FOR SUBSTITUTION. Designer/Engineer. Payments will be made In accordance to the i terms of the agreement. ; 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 W/ (26) 16d x 2-1/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. Northwest Florida® 3000 GULFBREEZE PARKWAY GIULFBREEZE, FLnF�IDA 32563 REVIEWED CODE COMP gT. LUCIE g LINTY ®CC FI1.E COPY �, 1pIL+PI9 g13RR `3� auaul�Jadmq dullalulJed OtOc 0 t;dti OBAtiDHtl �: ty 87554 . ir. a iJ S A s .»ssi €z 0 v ro m �ti000 0� G�Prw li ri'[i 4�y,��awy Za° air also i� W SW ix m m m SA ofa Z UoJ m F . a V .MSENQCDN O M Z Li S Z 111110, a z n 8 w 2 N c m W C4E 8 = rR ti c ® r%A iul^ aJO%IL FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: 0 F- z �LO LO a 64 CN E 2 • F- -SUM' Q 4) a QJLu=) R C J M w U) VI Model Name / Number: 2330 VI Plan Issue Date: Friday, March 20, 2020 KA PROJECT NUMBER: 20-1838 Sheet: at Of: COVER SHEET 160 MPH OPENING PRESSURES ENCLOSED -EXPOSURE B +27.6 / -29.9 1 ( H ) +27.6 / -37.0 +26.5 / -28.8 1 ( V ) +26.5 / -34.4 58, 0" 14' 0" 23' 4" 20' 8" 10' 4" 3181, e 10, 8" ' 4" 11' 4" 15' 8" 5' 0" O O W/ A.B. DEL 25 SH ATTACHMENTS 25 SH " — PRECAST ABOVE — — — — — — — — — — — lip I— — — —PRECAST ABOVE — —a 16' 4" 2' 6" 4' 6" BW1 - H ao RBERGLASS EGRESS HOSES B O = w z N TUB / SHOWER° NEN 16 m UNIT BIBB W N 0 H1� 5' 3" ro 12' 4" S 8'-0" CEILING v BW1 i- 8' 0" CLG iv 00 ® 3450S UU BEDI4OOM 4 0 lit BATH 2 W/ A.B. 7' 0" 7' 4" 8' CLG ^ v ATTACHMENTS 6h0 ry TEMP. H2 I �' (2) 3050 SH 2v O O c7 I .oi CENTER WINDOWS MIRROR 3' 8" I 8' 8" 2868 FRENCH, H4 IN WALL ' S01 X4 BW3 H1 t S-2 ° co 2868 Z 2666 4068 N w BREAKFAST VAULTED CLG ,, , o.' ' 8' CL'G — — — _ — _ _ `r o ti _ _ O, , E-, G R/SH N io 00 Q, a .. N 13' 10" N 16' 7" 3' 0" 3 0" 3 3 ' 2' 8" 3' 4" 3' 10" R/SH 36" Ft AT BAR ' N -. TOP 0 341h" , 2668 4068 A LL R/SH R/SH -_____--iff 5'2" 3'8" 5'0"•--- I, - ------------0--� ------- m , 12' 2„ x x l 'r N N v> ¢ WS01 j�7 FAMILY ROOM 5�� 0: S-2 I o 0 �_ - _ _ _ R/SH _ _ _ •a_¢_ R/SH zo 11' CEILING ' KITCHEN O V BEDROOM 3 o~ N � '- 8' CLG ' o FL 11'CLG _ ID d' HA 8' CL'G 00 i i w N Q 0 OWNER'S BA. w V CA "' C7 I w W = 8'-0" CLG.WSW I Q O mi N F Ii o N Doh a 8' CL'G 00 a 2' 2" -'3' 3' 8" m g 2' 8" N io 3' 6" 11 12' 2" in 0 o � 3 X a co ;D 10" COLS o U) Q N 0 i$ 6 r N —286 E, R A ' w 0 o F.G. O in I EA SIDE in SHWR in ._ Qa. . AC -..:.. 9'-4" DROP BEAM ® .. .. , : FLR io NFH BEdROOM 2 15' MR. LINE. TURNED STUBS - - I 8'CLG N PRIMARY A/C LOC. == 4' 10" 4" 3' 8" 1' 9" 0" 6' 6" 0 6' 8" 2' 6" 3' 3" 3' 8" c -3' 7"' 25"6 AS PERMITTED BY = Q m LOC. ORDINANCE CLG I N 11 Q l li ~ N I FOYER LINE -- & CEILING I a 0 -U• 0 o I a CLG 11' CLG i� iD SHELF �L3 J y wV m LINE WF39 z S3 DINING ROOM ABOVE '� s ) I I PRO D FOR H PLATFORM C UNIT ■ LIVING ROOM 9'-4" CLG. MS03 a E V. "A" MS03 9'-4" CLG H2 o v MF'GR SIZE WITH C2 `v S 1 ❑ Sl I I I d - - u o En O iv 2868 .. G.T.— ~ HANSON BOX DRYER VENT _ - _ _ _ _ _ _ _ _ 3068 36" AFF THRU ROOF BW3 W.H. MS03 16' 4" EGRESS 13' 4" MAX LGT 35' SS (2) -12" SIDELITES /� WF21 MET. T'HLD C WF21 NOTE: BUILDER TM CD04 S-3 TRANS. ABV S-3 CD04 APPLIANCE PROTE S-3 SEE ELEV. o S-3 • REQUIRED BY MU CENTER DOOR UNIT in © ATTIC ACCESS SEE SHEET 4 FOR BETWEEN WALLS LOCATEIN FIELD 22" X 36" MIN MS03 _______________. BMZ ;;; ENTRY ROOF TRS ABV gM DEL 26 SH ;;; ELEV FOR SHAPE S1 N DBL 26 SH 12' CEILING N 4SEE ui a c 914" 2 CAR GARAGE o SEE ELEV FOR SHAPE T.G.M. in O CD21 S-2 - _ BM2 0 - - - N - ELEV "A., 8' CLG HGT i WF01 ELEV "A 24"SQUARE CD21 0 ~ N S-3 COLUMN S.2 P 810.1 1' 8" 2' 4" 2' 0" 2' 0" 8' 4" ro 2, 4" v 2, 4" 91 W 4' 4" 6, 8" 12' 8, "I --'--- G.T.----------'- - i - O :i SEE DET. MS03 ON SHEET S-1. ' `+ 1 ATTACHED TO CMU W/ (1) JACK STUD W/ (2) ROWS 12d NAILS STAGGERED @ 8" O.C. (HTT4 NOT REQUIRED) ' HOSE MS12 BIBB ALT. BASE CONNECTION TO HTT4 i S4 2 (1) SIMPSON DSP EA. SIDE @ ENTRY u H ONLY 16 x 7 OVERHEAD DOOR 3' 2" 16' 0" 3' 2" 35' 8" 22' 4" 58,01 FLOOR PLAN SCALE: 1/4" = 1'-0' ALL ELEVATIONS +24.8 / -27.1 +24.8 / -31.1O I �I ( G 1 +24.3 / -27.5 I (,� +23.3 / -26.0 NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE 'ALLOWABLE" PRESSURES WALL LEGEND FRAMED WALL BEARING FRAME WALL ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. MASONRY WALL GENERAL NOTES I R302.5.1 Door from garage Into house must be a Minimum 1 3/8" solid wood door, solid or honeycomb steel door, or 20 Minute fire rated door. Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic space and soffits is not acceptable. Ventilation shall be permitted to exit through the soffit If solid soffit Is Installed 5'-0" on each side of the venting. R302.6 The garage shall be separated from the residence and it's attic by not less than 1/2-inch (12.7mm) gypsum board applied to the garage side. Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch (15.9mm) type X gypsum board or equivalent. Where the separation is a floorcelling assembly, the structure supporting the separation shall also protected by not less than 1/2 inch (12.7mm) gypsum board or equivalent. R312.2.1 Window sills In dwelling units, where the opening of an operable window Is located more than 72 Inches (1829 mm) above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 Inches (610 mm) above the finished floor of the room in which the window is located. Glazing between the floor and 24 inches (610 mm) shall be fixed or have openings through which a 4-Inch-diameter (102 mm) Sphere cannot pass. R308.4.2 All windows within 2'-0" of doors and in shower or tub areas will be safety tempered glass. Ceiling for exterior entries and covered porches to have 7/16% span rated OSB nailed per zone on roof diagram nailing schedule or 5/8" COX. IX T&G acceptable for substitution. EC: R402.2.4 Access doors from conditioned spaces to unconditioned spaces (e.g., attics and crawl spaces) shall be weatherstripped and Insulated to a level equivalent to the insulation on the surrounding surfaces. Laundry Note: (unless noted otherwise) Provide dryer vent thru roof max. Igt. 35'-0", washer & dryer units (washer unit to be always on left side when facing units) hanson box 0 36" aff Ceilings for exterior entries and covered porches to be 7/16" OSB on underside of roof trusses shall be attached to all framing members with 2x blocking provided at perimeter. The OSB shall be attached w/ Bd nails at 6" O.C. field and 4" O.C. at edges or 7d screw shank 3" O.C. field and 4" edges. Vinyl ceiling to be attaches to OSB per manufacturer specifications SEE SHEET 3.1 FOR DETAILS AND SCHEDULES L AREA CALCULATIONS 1st FLOOR 2330 S.F. TOTAL LIVING (AC) 2330 S.F. GARAGL 477 S.F. COVERED ENTRY (BASE) 77 S.F. COVERED PATIO/LANAI 180 S.F. TOTAL AREA UNDER ROOF 3064 S.F. t" o �A: STAS pF LI N I �C n ♦ � v IL E�g m�tvp m ,Ow i'o F I(1 N �00 °Cg�m O�N�rn �' LL ri c w UU m;Fgig m m 2 V O o p In U o j nwww.rnsv+acoM ❑ 1111 Wro n 0 Z r m z M g Q) Z 0 Q J a � C - y a) 4�2 $ � Lu E E � w to c m In F memit U m N E08 ^• � rn7s oQ Qm ® Ir"fAMIC LA^VLMCC FLORIDA CONTRACTORS UCENSENO.CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: 0 z �L0 c L0 W 0` N N O 3 w E U mQ a N a _ Q JW-1 N 00 O LL J M LJ..I 0 (n Model Name / Number: 2330 Plan Issue Date: Friday, March 20, 2020 VF KA PROJECT NUMBER: 204838 Sheet: 2 Of: FLOOR PLAN GENERAL FOUNDATION NOTES UNLESS NOTED OTHERWISE 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER, ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED- 2 4" 2500 PSI CONC. SLAB W/ 6X6 10/10 W W F, OR MINIMUM .75 LBS OF FIBER PER CUBIC YARD FIBERMESH/FIBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND NER-284 FOR FIBERMESH OR NER-414 FOR FIBERMIX, 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 GRADE 40 U.N.O. TYPICAL ABV. SLAB. HOOKED FTC DOWELS 17" EMBEDMENT W/ 25" 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 NO WOOD STAKES PERMITTED IN FOUNDATION. 7 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. 8 ALL FOOTING SHALL BE MIN 12" BELOW GRADE 9 MASON TO COORDINATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB 10 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY 11 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM - 1557 ( MODIFIED PROCTOR) IN EQUAL LIFTS NOT TO EXCEEDING 12".THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000PSF. FOOTING SCHEDULE MARK SIZE DEPTH REINFORCING GRAVITY CAP. Ilbs) -Flo 1'-0" X CONT. 11-0" 2 #5 E.W. BOT. 2000 F2.0 2'-0" X 2'-0" 1'-0" 3 #5 E.W. BOT. 7200 F2.5 2'-6" X 2'-6" 1'-0" 3 #5 E.W. BOT. 11000 F3.0 3'-0" X 3'-0" 1'-0" 4 #5 E.W. BOT. 15600 F3.5 3%6" X 3'-6" 11-0" 4 45 E.W. BOT. 21500 F4.0 4'-0" X 4'-W 1'0" 5 45 E.W. BOT. 28000 F4.5 4'-6" X 4'-6" V-4" 5 #5 E.W. BOT. 34500 F5.0 5'-0" X 5'-0" 1'-4" 6 #5 E.W. BOT. 42500 F6.0 6'-0" X 6'•0" 1'-4" 7 #5 E.W. BOT. 61500 LEGEND 0 - INDICATES SINGLE -STORY FOOTING ® - INDICATES TWO-STORY FOOTING - INDICATES CONCRETE FOOTING LAv. LAV 2° SHWR, C/O TU51 W"G- m TO SAN. 5EUJER 3" VTR AL C/O W.G. TUB 2"VTR 3' l WASH. PLUMBING RISER NTS y 14' 0" 3' 10" 6. loll 3' 4" Y 4" 11' 8" 8' 20' 8" 4' 2" n 4' 8" ■ ■ ■ ■ ■ ■ ---- ----------- ,- ----------, •----* •--------------^ , ------ , -----------��-"-----iv ------------------------ °,I ' � FM01 ; ID FM03 p ' ; /SHWR ' TUB i , ;; FM01 ; to O ----------- - IBB i 3.1 ; bo 31 io I ; `-------------- 0 3.1 , in 16' 4 2' B„ 4, 6" , rr IZN STEP DOWN 4" LAV LL -jJi o , io , rr i , IL LAV FMll ■ , , 3.1 , ' , N 5' 4" 8' 4" 12' 4" , ' , o , io ; , a , 1 , , ' ✓ SINK to to 3' 0" 8101,io 32' 5" 14' 7" ' 0 , --'---- ---^ �o lit r f "1 r � I n N 1Q2 &— JLAV lLl �J LAV in , It o \ ■ oa ", ----• W/C rII,----1,I M 13 X 4 I GARDEN TUB „ II . F.G.,, SHWR = cc�L — — — — `\- _____-__ __J-- _ -- ;I "--^,' ;?x�AL4 IiVAO;fjj PROVIDE CHASE- FOR HVAC UNIT2' ;4'4 ' IIIIjj IIjIIj 8" 3'0"6'4" ; ' IIIIIIIIIIII 00 m � iWASHI.I � �� IIII171II N ' �•+ :`---'l'� �a -----'^ 7y1' s5i7� � �• , , i3 m F2.5 ro_ zo •--- ----------------------^ _ STEP DOWN 4" ■ i ; FM11 , W.H.;i F2.5 STEP DOWN 4" , FM11 a , o .+ 3.1 ort a 1' 8" 2' 2" ■ 61011 2' O" , F2.5 - , - � , F2.5 � FM02 ' o , ------- ---------- V L _ C.J. SEE NOTE ' S a 4" 7'0" FM03 ' 3.1 a N 2' 4" 9' 8" 4' 4 in (01 , w ' 164" 6' 8" z , O , N iy 14' 4" 10' 8" MASON TO COORDINATE W/ 4" STEPDOWN FROM ENTRY TO SIDEWALK BUILDER LOCATION OF ELEC. FMO9GROUNDING. SEE ELECTRICAL 3.1SHEET FOR DETAILS - Los - - - BIBB 58, 0" 3' 2" SEE SHEIET 3.1 FOR DETAILS AND SCHEDULES 16, 0" 22' 4" 3. 2" FOUNDATION PLAN SCALE: 1/4" = 1'-O" ALL ELEVATIONS `tY0 8488fttf Gv�• T °/`�R7t'4 N $87864 1. �r •. �S �i�� J:Is cc or- ve ..:..; aOD w` cw saa�c 3s3� I- a o.:Z, toN ,n m * � co5LL 2rogW Uo ❑ ❑ ❑ M ' J ZZ N o w m o 1■ Z a R ¢N t 1 J � d LL r ,%� V I z n U j o £ V 0'° W ix p m, `� cn V to N C a V Y rn o m ' A r%A ww G° ud°% d= FLORIDA CONTRACTORS LICENSE NO. CRC1330148 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 PORT ST. LUCIE IVI Job Information: ry O 1— z (D c � Wrn V M z N CV � Qm� E v OJ LLJ � m Cn Cn LL- VI Model Name / Number: 2330 Plan Issue Date: Friday, March 20, 2020 VI KA PROJECT NUMBER: 20-1838 Sheet: 3 Of: FOUNDATION PLAN COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPLIFT(Lb) Ci (3) 2 x 4 #2 SPF (4). -16d TOENAILS 0 (3) 2 x 4 #2 SPF DTT2Z W/ 1/2" WEDGE ANCHOR* & (8) 1/4' X 11/2- 21-45 SOS SCREWS C3 (3)2 x 4 SYP #1-OR- (4) -16d TOENAILS 0 C4 (4) 2 x 4 SPF #2 DTT2Z W/ 1/2" WEDGE ANCHOR* & (8) 1/4' X 11/2" 2145 SDS SCREWS 4 x 4 P.T.#2 ABU" W/ 5/8" ATR* * SHC5 YP POST & (12) - S6d NAILS _ 200 U 2 6 x 6 P.T. #2 , ABU66 W/ 5/8" ATR** G =12000 C6 H SYP POST & (12) -16d NAILS U = 23DO 8 xS P.T. #2 ABU88 W/ (2) - 5/8" ATR** G = 24335 C7 FC77 SYP POST & (18) -16d NAILS U = 2320 3.5 x 3.5 P.L. - 1.8E.Fb=2400 PSI HDU5-SDS2.5 W/ (14)1/4" x 21/2" SDS WS & 5/8" EPDXY 5645 (WOLMANIZED IF EXT.) ANCHOR, OR ATR** x 5.25 P.L. HDU5-SDS2.5 W/ (14)1/4" x O3.5 1.8E Fb=2400 PSI 21/2" SDS WS & 5/8" EXOPY 5645 WOLMANIZED IF EXT. ANCHOR, OR ATR** C10 3.5 x 7 P.L. 1.8E Fb=2400 PSI HDU8-SDS2.5 W/ (20) 1/4- x 21/2" SDS WS & 7/8" EPDXY 6970 (WOLMANIZED IF EXT.) ANCHOR OR ATR*** 5.25 x 5.25 P.L. HDU8SDS2.5 W/ (20)1/4" x C11 1.SE Fb=2400 PSI 2 1/2" SDS WS & 7/8" EPDXY 7870 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** 7 x 7 P.L. HDUS SDS2.5 W/ (20) 1/4" x C72 LSE Fb=2400 PSI 2 1/2" 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/S-3 4. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2" ATR 6" EMBEDMENT FOR 5/8" ATR 8" EMBEDMENT FOR 7/8" ATR 5. IF [C) COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 6. SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALLAM COLUMNS (1.8E) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL D#1. / LENGTH PNEUMATIC GUN COMMON vs. GUN APPLICATION NAIL DIA-LENGTH NAIL SPACING Sd 0.131" X 2 ih" 0131 X 2;6" SEE PLAN RING SHEATHINQ SHANK ON ROOF ROOF& WALLS 10d OR 12d OA48" X 3" 0.131' X:3" SEE PLAN BLOCKING & TOE. 0,148" X 3 36" 0.131" X 3'A NAILS & TOP PLATE 12d OA48" X 3 tA" 0.131" X 3 "/a 8 O.C.(COMMON) STUD WALL 6" O.C. GUN NAIL - CORNERS 10d 0.148" X 3" 0.131- X 3" 8- O.C.(COMMON) STUD PACK 6" O.C. GUN NAIL COLUMNS 16d 0.162" X 3 rh" 0,131" X 3 'A" (2) 16D(COMMON) SEE PLAN (3) 16D ( GUN NAILS) BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT MARK SPACING SPECIES CAP.(plf) TOP BOTTOM NO B - 16" (2) 16d TOENAILS (2)16d TOENAILS SPF UPLIFT BW4 SP2 W/ (6)-10d SP1 W/ (6)10cl 16„ STUD, (6)10d PLATE STUD, (4)10d PLA E SPF 402 BW3. 16„ (2) SP2 W/ (6) SOd (2) SPi W/ (6) 1Od SPF 803 STUD 6 16d PLATE STUD, 4 10d PLA NO BW4 16" (2) 16d TOENAILS (2) 16d TOENAILS SYP UPLIFT BW5 SP2 W/ (6)-10d SP1 W/ (6}10d 16" STUD (6)1Qd PLATE STUD, 4 10d PLATE SYP 439 (2) SP2 W/ (6)10d SP1 W/ (6)10d BW6 161. STUD, 6 SOd PLATE STUD, (4)1od PLATE SYP 878 BW7 12" (2) 16d TOENAILS (2) 16d TOENAILS SPF NO UPLIFT BW8 SP2 W/ (6}10d SP1 W/ (6}10cl 12" STUD, (6)10d PLATE STUD, (4)10d PLAT SPF 535- BW9 (2) SP2 W/ (6)10d SPi W/ (6)-10d 12" STUD,(6)10d PLATE STUD, (4)10d PLATE070 SPF 11 BW10 12" (2) 16d TOENAILS (2) 16d TOENAILS SYP 0 BW11 12" SSTTU2D, (6610d PLATE STUD, (4) 10d PLATE SYP 585 BW12 2 12° STUD, 16) 10d PLATE STUD, D, (4)10d PLATE SYP 1170 BW13 NOT USED TOP OF WALL OUBLE 2x TOP PLATE SEE P MASONRY WALL OR ICF WALL. SEE PLAN Zx STUDS PER DOUBLE 2x HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WFO9/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH SEE MS03/S-1 FOR NO UPLIFT CONNECTORS BRG WALL TO INDICATED IN WFO9 CAN MASONRY WALL BE IGNORED. CONNECTION INFO 2x MID -SPAN BLOCKING CONNECTORS W/ (2) 12d TOENAILS @ TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN 8'-0" SCHEDULE ABOVE F.F. SEE FOUNDATION PLAN FOR MORE 2x P.T. W/ 1/2. A B @ 32 D.C.W/ 7" INFO EMBEDMENT OR 1/2" A.T.R. W/ SIMPSON SEF W/ .. SW= SHEARWALL. MIN. 7" EMBEDMENT PAST STEP DOWN. i REQUIRES MIN 16" OSS PLYW'D ALT.: SIMPSON 1/2" TITEN HD @ 32" O.C. I 7/16' W/ SAME EMBEDMENT 11 NAILS AT 4"oc SEE GENERAL NOTE #8 BRG. WALL DETAI LI IN HELD AND EDGE. GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED UN0. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 LINO ON M. 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. SP4, SP6 AND BPS CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SPI AND SP2 INDICATED IN SCHEDULE ABOVE 6. 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) 6. IF "SW" IS INDICATED THE WALL IS CONSIDERED A SHEARWALL AND REQUIRES MIN. 7/16" OSB PLYWOOD W/ Sd NAILS AT 4" O.C. INFIELD AND EDGE TO (1) SIDE OF WALL 7, ALL 2x EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE S. IF THE BEARING WALL IS INDICATED WITH THE BW1, SW4, SW7, SW10 THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOE NAILED TO THE PLATE AND THE 2x PLATE CAN BE ATTACHED WITH HARD CASED NAILS (GUN NAILS) AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WAIL SCHEDULE. 9, SPS/BLSP2-DRIVE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TAE LOAD. 10d= 0.148" DIA, x 3" LONG BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS (2) - 2 x 8 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) OSB FLITCH PLATE. NAIL SIMPSON LSTA18 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 2 x 10 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) OSB. FLITCH PLATE, NAIL SIMPSON LSTA24 OR (2) M BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS 012" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON RDOF PLAN. (2) - 2x 12 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) M3 OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU 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) M4 TOGETHER USING (2) ROWS 51MPSON HTS20 TO WOOD POST 1/4" x 3 1/2" SDS WOOD OR (2) SIMPSON HETA16 TO CMU SCREWS @ 16" O.C. TYP. COL. U.N.O. ON ROOF PLAN. EACH SIDE. (2) -13/4' x 11 7/8" LVL 2.0E Fb=2600 PSI, NAIL BEAM CONNECTION: PROVIDE (2) M5 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 31/2' SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS @ 16" O.C. TYP. OR (2) SIMPSON HETA16. TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) -13/4' x 16" LVL 2.0E PSI. NAIL BEAM E CONNECTION:PROVI D (2) [V) E TOGETHER R USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 31/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS @ 16' D.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 ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. HEADER SCHEDULE MARK HEADER SIZE REMARKS OH7 (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 W/ 1/2" FLITCH PLATE THIS SHEET H3 2 - 2X10 #2 SYP O SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H4 (2) - 2X12 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H5 (2) -1 3/4" X 11 IA ATTACH TOGETHER W/ (2) ROWS 1/4" X 312' LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 16. O.C. TYP. EACH SIDE H6 (2) - 1 3/4" X 91/4 ATTACH TOGETHER W/ (3) ROWS 1/4" X 3 1/2' LVL 2.01E Fb=2600 PSI SDS WD SCREWS @ 16" O.C. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2x4 WALL 2x6 OR 2x8 WALL JACKS KINGS JACKS KINGS SIZE EA. END EA. END EA. END EA. END 1'-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 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE 1st FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS UNO ON PLAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/S3 5. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12" o.c. ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER. 6. FASTEN ALL HEADERS TO KING STUDS WITH (3) 12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION REFERENCE FMASW FOR STEM WALL OPTION B. REINF. OPTIONAL CURB FOR VARIES GRADE SEE PLAN MASONRY @ELEV. 0'-0" F.F. - W/ (1) -.#5 BAR CONT. . • : , 00 i ) L N 2 STORY: 20" X 20° REINF. N ) W (3) - #5 CONT. 16" (2) #5 SEE PLAN REBAR 16"(2J # 5 REBAR BEARING FM01 SINGLE STORY FTG 1/2"=1'-0" FM02 I SECTION @ GARAGE 1/2"=r-o" REINF. SEE PLAN - #5 REBAR FM03 I THICKENED EDGE 11/2"=1'-0" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE OF GARAGE DOOR. EXTEND 6" BEYOND F.O.M. EACH END, TYP. I GAR. FIN. R.R. I _ _� ALIGN DRIVE W/ BOTTOM OF RECESS & PITCH DRIVE gi t 2 STORY: 20" X 20. 4" CONC. DRIVE W/ 1/2" EXP W 3) - #5 CONT. JOINTS 10" O.C. TYP. 16" (2) #5 REBAR FM09 I SECTION 0 GAR. DOOR T 1/2"=1'-0" 2x BRG. WALL 2 STORY; 20" (SEE FLOOR PLAN W 3 - #5 CONT. FOR MORE INFORMATION) =1'-0" 1) N I I 4' 06245 REBAR FM11 STEP DOWN BRG. 1/2^=1'-0" =1'-O" OPTIONAL CURB SLOPED GROUT SEE PLAN OR MASONRY AT TO DRAIN 4"x 4"x 16" z yG SEE PLAN ELEV. 0'-0" WITH � CURB 5!; '' TYP. SEC. (1) #5 BAR CONT. -I -I (G.C. VERIFY) oo _I F.F. REINF. ii0 `••: SEE PLAN) .# ( d 2 #5 CONT. INSTALL LINING ` ,µ : ti 2 #5 BENT BARS W/ MATERIALS PER . 25" w w MIN LAP SPLICE FBGR P2709.2 1 MUDDED FUR. 16"" ' =� •': SLOPED TO DRAIN #5 CONT. MIN. FM14 I SECTION 0 RECESS SHOWER 1 1/2"=1'-G" FM18 TYP. STEP FTG. DETAIL 1/2'=11-0" ALTERNATE: THE REINF. BARS SHALL BE #5 CONT REINF. GRADE REINF. SEE PLAN CONTINUOUS AROUND CORNER SEE END. FOR BY COLD BENDING THE BAR WITH MIN. BAR LAP OF 25" QUANTITY #5 X 25" X 25" 777 CORNER BAR ONE Iw ' FOR EA. HORIZ. .. REBAR, TYP. U.N.O.- - (2) #5 REBAR 11A1111111T/Ir! I-0 TOR tr�� t IN ;F� v' 0 87864 :Q o' S ATE OF : lu . 9. s,Js�sS JI N A� " m O N h * W W Vyo�m ti fi ti �U,5q D AB BA$ E W 3 z000 a g N 2 nl VMAN.FDSExaCOM ❑ O ❑ 9 0 '0 z Affinva N o Z m Q Z W ao Y n z z h gEg Ow O LI) c m N E In m o aY�n 16" 5 FLORIDA CONTRACTORS LICENSE NO. CRC3330146 A/C CHASE 2 STORY: 20" x 10" v 3000 GULFBREEZE PARKWAY 4 PVC SLEEVE THRU FOOTING W/(3)-#5CONT. GULFBREEZE, FLORIDA32563 ° DIVISION LOCATION: FM19 TYP. CORNER BAR DETAIL 1-1/2^=1'-0" FM23 TYP. FND PENETRATION 1/2"=1'-D" PORT ST. LUCIE z STEMWALL SCHEDULE STEMWALL HEIGHT (h) FOOTING DIMENSION NUMBER/SIZE OF BARS LAT. MAXIMUM F.C. SPACING (O.C.) IN STEM WALL d 1 STORY d 2 STORY b 1 STORY b 2 STORY O'-W-2'-0" 8" 10" 16" 20" W/(2)#5 BARS <674# 61S" >21-01.3'4" 10" SO" 20" 24" W/(3)#5 BARS 674# 5',4" >3'-4"-4'-0" 12" 12" 32" 32" W/(4)45 BARS 845# 4'-0" >4'-0" - 5-4" 16" 16" 48" 48" W/ (5) #5 BARS CONT. & #5 @ 18" D.C. TRANSV. 1162# y$" SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL n : SEE CHART ABV. -MAX. F.C. " + " d SPACING (O.C.) 0 A W.W.M. TO BE TIED TO #5 CONT. REBAR (1) #5 HORIZ. CONT. TIED TO EA VERTICAL REINF. BAR #4 TURN BAR* STEM WALLS GREATER THAN 4'-W n c e (1) #5 HORIZ. CONT. TIED EA. VERTICAL REINF. B I n RN GRADE 8" MIN. TO TOP OF '• STRIP FTG.- COMPACTED CLEAN FILL IN MAX 12" LIFTS STRIP FrG. W/ QTY OF "MIN, COVER REINF. PER SCHEDULE A (3 SHOWN) FMASW I STEM WALL SCHEDULE Job Information: N m a o N m O 9 ;q z Ln a OLLI L V M E 4) _ Y o NOTES: m z �, �0 a 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM p SPACING STATED IN SCHEDULE o O m 00 LL 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND u; VERT. F.C. ABV. FDN. PER PLAN SPACING WALL WHEN STEM WALL EXCEEDS 4'-0" HBERMESH CAN NOT BE USED AND #4 TURN BARS ARE REQUIRED @ EACH FILLED CELL LOCATION. EACH BAR TO Model Name Number: EE NOTE TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM #9 3.IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO 2330 CONSTRUCTION FOR MORE INFORMATION ({ 4. G.C. TO PROVIDE ADEQ4ATE BRACING OF STEM WALL WHEN UNEVEN BACK VI plan Issue (Date: FILLING IS TAKING PLAOt 5. #5 HORIZONTAL CORNEABARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK @ 16" Friday, March 20, 2020 H * O.C. VERTICAL. GROUTS@ SOLID WHEN STEM WALL IS GREATER THAN 4'-0"TALL KA PROJECT NUMBER: (TYPICAL ALL CORWERS) r-SEENOTE5 B.IF STEMWALL IS WITH IN 8'-0" OF POOL OR WATER FEATURE FOUNDATIONS2O-1i33S TO BE A MINIMUM 12" RIELOW BOTTOM OF POOL OR WATER FEATURE. Y 7. ALL STEM WALLS GREATI<R THAN (4) COURSES SHALL BE PULLY GROUTED. rn 8. R.403.1.4 MINIMUN DEPTH: ALL EXTERIOR FOOTINGS (BOTTOM) SHALL BE Sheet: PLACED. AT LEAST 12" BELOW THE UNDISTURBED GROUND SURFACE. o 1 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-W TALL VK ■ _n$OHADL&E:i & DETAILS NTs .o 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 = 2,330 x 3 6,990 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 400 GEN LIGHT'G & RECEPT. +APP. CIR. = 35,540 SUBTRACT 100 % OF FIRST 10,000-10,000 A= 25,540 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 25,540) =10,216 + 100% OF "B" = (20,000) = 20,000 TOTAL WATTAGE = 40,216 WATTS DIVIDED BY 240 - AMPS CALCULATED SERVICE AMPS = 168 ASSUMED EDGE OF WALL 2x6 WALL (FLOOR TO CEILING) USE 2 RED HEADS TO ANCHOR WALL FM24.1 ALTERNATIVE PROTECTION BARRIER N.T.S. HOSES _ - — - ---- BIBS INSTALL FAN F / \ BOX PREWIRE INSTALL FAN BOX PREWIRE ' \ INSTALL FAN BOX PREWIRE ��` INSTALL FAN BOX PREWIRE -- n c FAN 1 v PREWIRE — — �- GFI ' ,GFI iGFI = O 220 i I' - I GFI I I / ,, � I •' GFI � \ O_ i , I F+ HOOD GFI FOR D/W FI , GFI , , , i s . , ` \'b I r-�' \\ it GFI 220 I a L I^I INSTALL FAN �I..1;,.,BOX PREWIRE \� INSTALL FAN 1...1 BOX PREWIRE \E]�INSTALL FAN •. I F BOX PREWIRE 1 IrI s_i w GFI 220 /\\� 42" ' ATTIC ELECTRIC 1 IF REQ' 6Y CODE - ATTIC ACCESS \ LOCATE IN FIELD w 22" X 36" MIN --------------- ` \ NOTE: w = \ LOCATION OF METER AND PANEL BOX a 3 \ TO BE BY BUILDER. IF NO GARAGE SEVICE w DOOR IS PROVIDED A DISCONNECT SHALL w BE ADDED AT METER LOCATION. w> GFI 9) 42" \ COACH LIGHT - -._ _ - COACH L HT , 1 6GFI ------------------------------------------------ FOR GARAGE ' DOOR OPENER I I , � I NOTE: KEEP COACH LITES OUT OF BANDING, QUOINS, AND \ ROUND COLUMNS WHEN POSSIBLE, REFER TO ELEVATION , \ FOR TRIM. I I \ I I I I COACH LIGHT - - .� - _ - -'� COACH LIGHT BIBB ELECTRICAL PLAN SCALE: 1/4" = 1'-0" ALL ELEVATIONS ELECTRICALNOTES. UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED PROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AfF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 30"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 61h EDITION FBCR, ELECTRICAL CHAPTER 34 THRU 43, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 217 G. PROVIDE AFCIs (ARC FAULT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT IN ALL DWELLING UNIT PER 6th EDITION FBCR E3902.16 ALL 15 AND 20 AMP BRANCH CIRCUITS ARE REQUIRED TO BE ARC FAULT PROTECTED. 7. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED INALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70-14. SUCH DEVISES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 8. COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE PERMITTED IF EACH MEETS THE APPLICABLE UL STANDARD. 9. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 10. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 11. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OFTHE 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 PR07ECTION 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 FBCR E3902.6 14. IN ALL AREAS SPECIFIED IN N.E.C. 210.52 AND IN 6th EDITION FBCR E3901, ALL 125 VOLT, 15 AND 20 AMPERE RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. PER 6th EDITION FBCR E4002.14 AND NEC 406.12(A) 15. RECEPTACLE OUTLET IN GARAGE FOR GARAGE DOOR OPENER TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI). 16. ALL PERMANENT INTERIOR AND EXTERIOR LIGHT FIXTURES TO BE 100% CFI_ BULBS ELECTRICAL LEGEND ® SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH M SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH [ FLOOD LIGHT $4 FOUR-WAY SWITCH �/ U $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURES TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE 110 VOLT DUPLEX OUTLET o CEILING FAN 110 VOLT SPLIT SWITCHED OUTLET (� GROUND FAULT INTERRUPT ' 2 DOOR BELL CHIMES It WP WATER PROOF W/ GROUND FAULT v 220 VOLT OUTLET O— DOOR BELL SPECIAL SERVICES OUTLET D0 P DISPOSAL T.V. CABLE OUTLET DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING JUNCTION BOX WATER PROOF RECESSED LIGHTING O THERMOSTAT ® BATH FAN O LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT C INTERCOM SYSTEM ® L.E.D. DISC LIGHT ® GARAGE DOOR PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED SAME AS UNDERGROUND WITH ELECTRICAL CONTRACTOR 200 AMP SERVICE 2W = 2/0 COPPER OR 4/OALUMN. IN 2" CONDUIT METER MAIN DISCONNECT 200 AMPT A/C DISCONNECT UNDERGROUND SERVICE BY POWER COMPANY PER TO LIGHTS AND OUTLETS TYP ELECTRICAL PER TO APPLIANCES AND GFI PANEL ER TO WATER HEATER R TO RANGE INTERSYSTEM C 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. o W Rlc� g W °NW 0 3k 06 D,ngjm LL LL .2�Ca�§,n V pl qti 0 mm9� W�9Y. ?•°N�a Z 2 O 3sF R ,vo m O J � N m Bo 2 W 0 M r '� ❑ 0Q❑ /�YM"N.FBSEN6.CgN � ro o Z z m o Z a NIN c Q c Q J � : W a — CIS Y a Ln TCS in � E u0a w O Q to w i~ Oho O U. c to o Q W o 00 i r%A MIN u�ure FLORIDA CONTRACTORS LICENSE NO. CRC1330146I 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA.-, PORT ST. LUCIEE IVI Job Information: 1 z aLO LLI O U ` m N k z OJLLIZ) R N 00 _! m U) Ui Model Name / Number: 2330 Plan Issue Date: Friday, March 20, 2020 KA PROJECT NUMBER: 20-1838 Sheet: 4 Of: ELECTRICAL PLAN FILE COPY° 1�6 RAISED REEL _ _ _ _ � LOP�EBLOCK WDOW --HEAD HOT -------------------------- ____— 0 113 a "Ly 23 6H 25 SH BEARING 0 ENiR _—_—_____ __ TOP OF aLOC_K BEARING ® GARAGE o a o � fh nN. FIR. LEFT ELEVATION "B° SCALE: 3/16' =1'-O' 2868 BRG 0 ENTRY T.O.M._ w r1 '! tTm _ T FIN, FLOOR �_ _ _]_ _ _(2) 26 48' of RIWL KW �-FlN.FLR._-I-_____- REAR ELEVATION SCALE: 1/4" =1'-O" ®" 21BERGLASS SHINGLES — mmlpap— a� see Men MENEM 3068 DOOR UNIT w/ (2) 12- SL & 20" TALL TRANSOM FIXED GLASS ABV MATCH DOOR AND SIDELIGHT WIDTH IEEE ME Iml ON NNE MEN (2) 26 SH AS- OH ROCE MT VENTILATION CALCULATION Formula = SF / 300 / 2 * 144 = net so hlehr•c of varrtlna nandad anualiv far intakes and axhauet Soffit product provides 4.12 net sq In / sf Ridge vent provides 18.00 net Sol In / If Off ridge vent provides 138.00 not aq In / of Overhang distance 2.33 ff S.F. of Area to be vented (SF) 3064 a.f. Total needed for exhaust for upper1/3 735 net sgInches Total needed for Intake (soffit area, lower) 735 net sg Inches Number of Off Ridge Vents for upper 1/3 needed 5 L.F. of Ridge Vent needed (can be used in combo with ORV) 41 Lineal Feet of Soffit needed to meet required 134 Lineal S.F. provided by plan 247 12 6 TOP Of BLOCK _ w 00W HE]D HCy b 90 25 SH 25 SH FIN. R.R. RIGHT ELEVATION IDBrI SCALE: 3/16' =1°-0' 16x7 OVERHEAD FRONT ELEVATION "Bff SCALE: 1/4" =1'-O" BRG_cva ( I �_- I li F a N N Y 0 O N 3 g 3 v c eAtiDRD499f !!/' T\0Fy O. •. �O io c ti tw� c nP.•,v� N e °.,G. r14 .ass 40 i O N s o,. LU F g 5 � °ia sct4's s1.. F T E m a �sggg ti 00 4� g pip c 'X�6 Qo.-I�e 7c qC m u 8gg 'p$nrin ri CiI [i' LL!13 W Z15 vj €zl gOZ Z0`OHo LL o m a° g o g� W .FDSFNo.wm 000 a O M m Z O Q Z C Q C y J 3 0_ v a � Z o (7 U y � v E d o C m ffl U IR C4 E w Oo o '5 W Enj d ro DAMS HOMES 0mas N IFLORIDA CONTRACTORS LICENSE NO. CRC133O146 3000 GULFBREIEZE PARKWAY L9 I GULFBREEZE, FLORIDA 32563 S t DIVISION LOCATION: PORT ST. LUCIE 2 v � Job Information: u, L W Q N N m ro O 0 w s ro � w y U o w O m £ N® rMod4elN 03U)(/)DoLL (Number: ame / e 2330 v a Plan Issue (Date: a Friday, March 20, 2020 WVI KA PROJECT NUMBER: 20-1838 T Sheet: Of: ELEVATIONS - B SEE DIET. G.C. TO PR( BLOCKING W/ APA RE( FOR SPAN F 7/16"OSB SEE"HIP/R BLOCKING" 20'-0" MAX ** ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING 20'-0" MAX THICKNESS IS 15/32".) IF 15/32" IS USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP kECTIONS EQ. - - - - W O CONTINUOUS BOTTOM CHORD " X" BRACE SEE BRACING 2 X 4 MIN. SEE DETAIL T804- - - - )VIDE DETAIL TB01 -0 COMPLY 4 -- 4 :OMENDATIONS - - - - - ATING OF *0-' _ � 4 DGE v DETAIL _ - - - - - Q Q - - - - O b e•I a O ?11181 V Ht - - - - 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. TBOS I REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTs 4 Ft. ------------------------------------------------------------- 4 FT. OI O '' x�l 1 7 O I ' o ---------------------- . 5 IFF, 4 FT. O 5 Ff. 4 FT. - - - - O I \ I I \ I 3� O ♦ r------------------------ 4 Fi. O ROOF NAILING ZONE DIAGRAM O NAILAT BASE 2RQW9@4"O.C. W/8d COMMON NAIL ROOF NAILING SCHEDULE: NAIL AT TOP PLATETWOROWS @4"O.C.W/8dCOMMON NAIL © NAIL OPENING PERIMETER 3" O.C. W/8d COMMON NAIL NAILING ZONES (SHINGLE AND TILE) @ ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND B" O.0 IN FIELD O NAIL INT. AT 3" O.C. W/ 8d COMMON NAIL ZONE 2: 8d RING SHANK NAILS @ 6"O.C. ON EDGE AND 6" O.0 IN ZONE 3 8d RING SHANK NAILS@ 4" O.C. ON EDGE AND 4" 0-C 1N FIELD O STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING W/8d COMMON NAIL SHANK NAILS) ' PLYWOOD SPLICES HEADER - NAIL SHEATHING TO HEADER F @ NOTE: WISdCOMMON NAILS ' @ 4II O.C, 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 GO (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL OR ROOF SHEATHING: (APA RATED EXPOSURE 1) 15/32" OR GREATER MEMBER IF GABLE END PLYWOOD COX (TILE) NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2" SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE PER NAILING SCHEDULE.PANEL EDGES WILL NEED TO BE ATTACHED TO MORE THAN 1/8'. STUD AND OR BLOCKING. AT ALL EDGES. A MINIMUM 1/8" SPACE IS ALTERNATE PANEL WALL SYSTEM (PREFAB) ATTACH WALL SHEATHING W/ RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW 16GAx 1 3/4" STAPLES & 2" O.C. ON EDGE& 4" O.C. IN FIELD. FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8° IM2" OSS (2y 2xTOP PLATE 15/32" OSB EXPOSURE/ EXPOSURE 11 BEYOND SHEATHING SHEATHING I - II II II I II II II ll II II PROVIDE I p. BLOCKING AS U II REQUIREDPER - - SECTION X-X IF I I NOTFULL II II HEIGHT SHEET 11 11 II II II II Q LOOR SYSTE W L SHEATHING Zx RIBBON OR VERTICAL BLOCKING BETWEEN FLOOR SYSTEM 1/2" II I P II II It SOLID 2x 1 I II II II I BLOCKING @ ALL w III III 11 11 11. 1 SHEATHING m III I I II II II I EDGES (SEE Q m III I I II C II I I SECTION X-X) N z III III III OPENING II 11 I 1 -ir- 11I - - 11 II RI III /III li II II III I I 11 II I II II II L5 o 2xSTUDS.(� Tn _ -11,- 141 II (( BEYOND. IIII I I I 1 11 I I I I I I I SEE PLAN g y IIII II II IIII II II I �'z IIII I I II I I -I -I II 11 II tl I I I t Jl HORIZONTAL WALL A l L DIAGRAM SPACING w 0 ej z W M- m aoQ � N p pmu- x N W O ~ N W Ow LL N LL 2x4 P.T. BASE PLATE BEYOND SEE PLAN AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7/16" FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END. NAIL FLITCH. PLATE TO VERTICAL W/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. NLTERNATING STAGGERED BLOCKING SECTION X-X 'CONTRACTOR TO INSTALL EITHER HORIZONTAL OR VERTICAL BLOCKING AS SHOWN. BOTH ARE ADEQUATE T1313 I WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. TYP. UO,N.o. �k` OR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 O TYP. U.N.O. IL 11 JJ U U J � O U 00 aO O O 60 (U'� C? `bo FI 7-0-0 24' OC ACI G a 4" O P CIN 7-00 OL F > >04 g \ O `i 1 c0 M I , I_____ _____ _____ _____ _____ _____ _____ , (' I U CJj 1 J OI I O U c1 I CO O I I e-I ' I NH , ' U ' QDo c, I x-i C 0: O J U U' U R H OBI rn =(2) 11 "C G 8'-0" CLG oe Ln Z d cn O d' BRG. 9'-4" AFF W/ KNEEWALL TO 1Z'-0" APt C O TRUSS PLAN "A or BII TYP. U.N.O. SIMPSON- CONNECTOR. SCHEDULE USP- CONNECTOR SCHEDULE MARK TYPE I spr SIP CONNECTOR&FASTENERS 8FF SYP q FRAMEM HETAISWRIWx1 II DR HTA16wl (10Q'CW N10)1Mx11/! MASONRY NETg211W(AIIMxi UT 1810 HI'g20W(I0)1 1585 18T0 O FRAME FRAMEE HL5A W II0)M M1L8 D9& BM RI7AW(10)M WOL9 316 BOB O FRAME TO H10AW41811Mx1 Iw IM4 1040 R716Aw1(1711Wx1VC SM 1020 FRAME 10A.2W(MIMx11/TATIPLYTRUBSES 8]0 1080 RTN.2W(16)1Mx11WAT2PLYTRU8SE0 035 1M0 p FRAMETO MTS12W41471W><11IT (AT EXTERIOFI 8bJ MTW1ICNINMx112`OAT EXTEaOR FRAME LOCATION Id (311M 1OENAIL31 W9 LOCATIONINCLUOE I3)12d MENal9) 10M 1195 FRAMEM NAftA MGTwI(22)10E NNL9 aJO6AY AT.R,W iT SSW MUGT16 WR8)iMNAxJ1MDpl8'A.T.R W MASONRY EMBEONENiWSI.P90N 9ET'FPDXY 3985 12 EMB®NENIW 91MF90N'9ET"E�XV 3330 M85 OFMM 70 HTS20w/(24)10dx11W(ATEXTERI5i9 1245 HTMOW(N)1Wx11/T IATEXTSAIOR FRAME LOCATKxN NCLIpE(3)120 TOENAILS 1310 LOWRONINCLUDE(3)MT0 L5 12M low FRAW TO (2) HTSMW(46)I0dx I I&'tlAOR ]40]20�O w448)1 FRAME LOGTDNNE(B)TAILe INCLUDE (5)IM MENAIL9 (EA) 2570 300N TO H1374WI118)1M NAILSANO Q)W AT.R, mGT2 w/(18)IN NAILSAPD WSWhT.R. ©FRAME MASONRY W12`EMBEOMEMw/SIMPgON °SEr 10680 W 12' EMSEOMEMWSMPS3N-SET 7020 9790 EPDX'F(HOTa FOR3PLY) EPOxYQa=FOR 3-PLY) OFRAMETO H MTRW(18)1/4'.TSDS W000 SCREWS 34M 4]25 RFUBW021WwS 18CREWSAND MASDNRY ANOM Vr.w T(TEN Hp ANCHOR BOLTS (4)8/4'x8'WEOGE-BOLT 7100 (1)10T2 W (1811M SINi�R6 O FRPMEM 81711M"x a1M"TRENz 17M 208o MASONRY BEENO1Ex88 O ©FRAMETO 2 MASONRY/ (2)LGT2w/(92)1MSNKER98(14J IM'x2 IN TITEN(2RYTRD99) 9EODa1 4080J1 (?)WGT2W(02)1M SNKERS&(1� 31" 31004 B240F O>7a.F 1M"x 3'WFDOE-BOLT (2 PLYTRU99) FRAME OR0'S)189NYJASFOR FRFMIE LEN OR(92j 1M SNKERS FOR FRAME(FJ0 3800E 4W2 FRAME MASONRY/ MJ3T3W(24)I/4'x3'SOS=REM &(8) WxS TII'EN(2 PLYTRUSS) 473" M70-M (2) LW313 W(241 W x2112' WRM Nd0'M ]050HA 01" 6BdoF 8AYS&(4)M'.5` B(2PLYTRU88) FRAME OR(6211M SNKER9 FOR PRMIE (M) OR(N)1MSNKERSFORFRMIE(EA) msoF 7TOf O BEAMTO XWtOOPT M1raroW1±B)1M8(YOI IM Ga208o HwIooPTHoIimFW(miNA(10)10d Ga3080 SEAM HMO W1805 NAILS U81B50 OBEAM TO HW10O'THUC410 W(181 RTEN Oa4500 HW10OxI1 VNFW120)iR^x3^ ON3355 MASONRY 1M•x2 SO•a(1Oj 10d NAILS mm WEoNwE T& 0)rad NAILS U6850 OBFAMTO MASONRY/ HW60PT HUC46W1511MNAIL9& (12)1l4'x2914'TITEN Mq6.) Ba1M0 Oa300D HOIBOPT HU46W(6)1W NYJL98 OII625 O p2pi6 FRAME (M OR (12)iMa(e)IM /FOR FRAME) WOOD SYP.F UM135 EYP.M (12)1/4'x2W4'TAPOONS(TOMAS.) OR(12j1Ma(8)I0d(FORFFUNE) (M1030 SY`F UY850 3YP-M OFRAMEM (2)IETAI60PT(2)HETAN 1-PLYW(10)IMxlV m ino I= (2)HTAIb DPT(2)HTA20 I-PLYW(10)1MxIIZOR 18)D MA90NT,. 2.0.YWI12)1W 2365 BPLYWOE)iM 24M HTaN1OW(8)10dMILSAND (4)1M'#1/4" M{p ii10. HTWM15WI8)iM WllLSMD(411/4•x13N• 1145 i226 TO TAPCONS Wpppp,.BOIT OFRPAIE R MASONRY OR HTEM30W(10)I0dNWLBAND(4)114' 114' No 1110 OR XTWM]Ow/(1Bj1W MlSANO (41 tN'x13N• Twww WEDGE -BOLT 1140 1225 ©FRAME TO HIM W(6) Mx1 W' NAILS AND (2) aMW' MASONRY TITAN HO 910 DTTRW(8)1M"x1 upset WOOD OT TZwSo1m•x1 If Ml6MNOD OFRAME MASONRY 9CREWSANp (1)1200.T.R. L30aEDW 1875 2145 SORE"AID(1)1&'a A.T.R.EFO)BWW 1510 1835 MMPSON'SE'P SEE NOTE 04 SIMPSON•SEr SEE NOTE a4 HIM W(20) iM 41? HARZ AND (I I MB• S HTT46WT2a18d#1/TNA M11(i) OR MA�MNERY ATAEPDXIEDWSIMPSON14Mr 4375 5MD 5m SEE NOTEIN BELOW gFP NDTEM BELO TO HTN""(8)IN# 1W MILE AND (1) W. a MT46 W 118) IN A 117 NAM AND (1) ®FRAME IMBONR. AT.R.EPIMEDVSIMPSONTEr 3840 4235 518"a AT.R EPDXIED W SINFSON"BET - 41W 3EE NOlEk6 BELO SFE NOTE ab BFwvj O FRAM TO FMME H10Sw/(24)10d IXNAIL 785 910 LUMIW (2�Mxt IIT NaL9 D5 100 O FRAME TO HM9KTWµ)tµ'ki±/T'SDBWOOD JBO RTtGM W R 1Wx 11W NALS A MASONRY SCREWS&(5)WN 114'TgPCON9 ]SI (4)I9"x 1 U'TAPCON9 1395 1985 V)WXX)1/.R. BD6WOODSCREW68 O Vim, (I)6M"SA�2'M�EMBEOMEN90H"�T" Moo;AM 4910 0 WTW(32)1Nk3•SDBVYOOD bCREWS WOFREM MMORY d('g1Fa•H 0.T.R EPDXIEDw/MMP9IXN sin 71M •6EP W IT MIN. MKDMENT O FRAMEM VGTW(16)11a•10°s0sw00D3CREW83 FO1 SD92SW(10)WX[1x2'SMWOOO J20 MlWT15W(2211W NNL58HR49 W(18) 'MM. SCREWS&.(1)WOA.T.R 4M3 1WMIL3a(H5X&HR.R. 4180 OFMMEM Y (2)HT5w1(52)1W41WNAILS& 4379 (2)HITa8W16211MY211TIRMLS FMME (1)SM'P0.TR (SEE NOTENMj SON & 1)513w11.(SEE NOTEa41 pcueou IV1ruC!^!(1w w1+ro 1. CONFECT ALL FLOORlRU66E5 TO INTERIOR BEARING WOOD WALLSI 8FAM6W(2)la TOENAILS. 2. ALL TW93 TO TRL155 CONNEGTIONSARE PROVIDED BY TRUSS MANUFACTURER, U.N.O ON PLAN. 3. %Q MAY USE EITHER SMP9 OR USP CONNECTIONS. SEE FRAMINII PLAN FOR CONNECTOR CALLOW. 4. FOR SNCiE PLYTRUSSES, SCAB ON NLL HEICdiTSYPR12W T07RUM VERTICAL WOW(2) ROWSOF IN NAILS rO.C. 0 STAGGERED. 5. MNNMAT.R.EMBEOMENT:EEMOMM WFMIWA.T.R B'E M MEMFM&B'A.I.Mer M8EOMEN7FOB71WA.T.R.(IFATMP, DEPTH IS PROM LOWER SI AS). & SCABTI MCHOL M4'L2XSY NNATCHCH MLLMBERS05)wl(2)ROW31W@4'FROMEND&4'O4. STAGGERS¢ CENTERAT CONNECTOR L004TION A6 MUCH AS P099ELE. OA MINI" CONNECTOR VNOONFRgMING PLAN 1. CONNECTON FOR ALL ROOFIFLOOR TRUSSES TO NA9DNRYWALLSIUNTELW CF WAILS UNO ON RAN. 2. CONFECTIONATA"OR S2"O.C. PENONG VERLOO TICAWFORALL FRIRUSSES PARALLEL TO MASONRY LL WAS SEE DETAIL FB12613.1 FOR MORE INFORMATKN 3. CONNECTION FOR ALL HIP JAOK(CORNER JACIOTO MAWNRY WALL811CF WALIB NI 4. 00 MMIMFMR CMnNUMOMMBOAR MMPMF ONNYAT3T=".W(2)ATEAUH CORNER.GC.MV IPYLO TIMDOESNOTCONFLJCTWTJIpFAFPLICABLE)LAYOIT S. WNNECTAw FLOORTRUSMS M INTERIM BEMING WOOS NAUSEAM&*1(2)12d TONNLS © MINMMCONNECMRUNOONFRAMINOPLAN 1. CONNECTONFORJAGKTRMTOWDODWALLOi BEAM © MINMALCONNECTORUNOONFFAMINDRgN 1. CONNECTION FOR a 1TRMSEEETOIMBUOP/E%TENON BEARING WOW WALLSAN IR OEM& 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. ALLPANEL EDGES ARE TO BE BLOCKED SOLID WITH 2x4 02 SYP WITH (3) 10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH 8d NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 NOTE TO FRAMER --- IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION FI NAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TiME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FOS. 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 C.M.U. W/ 11/2' LONG T-NAILS @ 2'-0" O.C. SECURE J-CHANNEL @ 12" O.C. 0 METAL DRIP EDGE 2 x SUB -FASCIA ALUM FASCIA VINYL ® G.C. SHALL VERIFY SOFFIT MATERIAL CAPAIMly TO RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING WIND PRESSURE TYPICAL SOFFIT SUPPORT DETAIL 3/a"=1'-0" E �J' Q• 4...•^ . • •c\S "use 0 T W0 :1 Q` .• yy '3J..F 411J10114 LL p? OO a P a N eCN � o y EMT gF I- `Pi 00 ao C1103 � .N b Rk iJJN iF. tl�nW ILL LL LL 1yX yg8C8W.NN'�m'LppSq � 6 6t�2 T�i5 LL R"'35aBIL o � a 0 D dg g v vAvw.FDBEns.DaM ❑❑ 0 E z W z m 5 z c Q e c Z aRo- W W ~ .1 u � T �0 W c of to 0 (1i qq 0 ULMv E e' 6 2 o^ c to o {, ® DAMS HOMRS FLORIDA CONTRACTORS LICENSE NO. CRC133Oi46 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 s DIVISION LOCATION: PORT ST. LUCIE z m V Job Information: 1..1� 0 Z � c � LLJ o ;n L V a N TD m M ai N CN 1-Um ' E Q 0 2 W a 0JLLJ� o CO 0 Lj- J m U) U) VI Model Name / Number: 2330 VI Plan Issue bate: Friday, March 20, 2020 VI KA PROJECT NUMBER: 20-1838 Sheet: 6 Of: ROOF PLAN A LINTEL BEAM: --► 1 COURSE LINTEL BLOCK W/ 1 # 5 BAR & 3000 PSI GROUT, MIN, 25" LAP (ACI 530) TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. FILLED CELL: FILL BILK, CELLS WITH 3000 P.S.L GROUT ONE #5 f LOCATIONS SHOWN ON THE FOUNDATION CONC. SLAB SEE PLAN AND FLOOR PLAN. FOUNDATION PLAN MIN. LAP 25" (ACI 530) FOR MORE INFO TOPOF5UB `' MS021 TYPICAL SHEAR WALL SECTION N.T.S. TVP. TIE BEAM W/3000 P.S.I. CONO. W/1 #5 REBAR CONT. SIMPSON SP4 W/(6) - SOd X 11/2 SPB OR SPS FOR 2a6 AND 2z8 WALLS DOUBLE 2x TOP PLATE 1 • STANDARD HOOKS SEE MSO5 FOR MORE INFO TYP. FILLED CELL W/3000 1 • P.S.I. CONC. W/1 #5 REBAR VERT. r BEARING WALLSHEARWALLFRAME WALL.M.U.2 SYP/SPF P.T. W//2" X 8" '7" BOLTS OR /2" X 6" EXPANSIONORS OR (6) 3" X 1/4"ONS OR 7/8'" HILTI TIX-DNIS 2x BASE PLATE SEE PLAN FOR MORE INFO ME (EXT/BRG SH A) ALL TO M303 MASONRY CONNECTION DETAIL N.T.3 01 #5 REINF. 20" MIN. LAP BAR N�. #30R#4 REINFORCING B. BAR #q a #4 LAP SPLICE" ".1 25"MIN.VP #5 STD. 90° HOOK #5 REINFORCING BAR #F LAP CPI ICIF SCALER"-Vo" .r 36" MIN. LAP #6 REINFORCING BAR GflADE 4O U.N.O. 961 AP SPI ICF MS05 REBAR SPLICE DETAIL - GRADE 40 N.T.S. ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING #ROWS 2 z 4 1/4" X 2,%- 12" O.C. J. 2 z 6 1/4" X 2AA" 12' O.C. 2 2z8 1/4"X2%- 12"0:0. 2 NOTE: TAPOONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. PRECAST LINTEL i (2) 2X P.T. i > SUCKS W/ i 1/2" O.S.B, BETWEEN r FASTEN PT NAILER TO MASONRY i r 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.B. O ALL ELEVATIONS R RBSAR AT TOP MIN• fU suI W f' CLEAR ii% . � • pROUT .J9F AR T AT eOtOM Of LINTEL CAVITY BOiron RINFORCINO T-9/9`4C1UA4 PROV:P� H WKN bAR c51 e' NOMINAL WPR4 TYPE DESIGNATION f • FILLm WITH GROU* / u - "tI : Mr, r OUAMrrt" OF 5 RBaAR AT I BOTTOM OF LINTEL CAVITY I 8Fi61r-IB/IT NOMNAL WIPTH i J L 6WANnTT OF W NOMINAL WIVOW REBAR AT 1. 2 3. 5. 6. MATERIALS 7 f'c precast lintels = 3500 psi. 8 fc prestressed lintels = 6000 psi, fc grolrt = 3000 psI w/ maximum 3/8" aggregate- C crate m6$Onry Units (CMU) per ASTM CW w/ minimum net area compressive strength = 1,900 psi. Reber provided In precast [Intel per ASTM A615 GR60. 1. Feld rebar per ASTM A615 GR40 or GR60. 2. Prestressing strand per ASTM A416 grade 3. 27D IOW relaxation. 7/32 wire per ASTM ASSO- 4• Mortar per ASTM C270 type M or S. 5-GENERAL NOTES 6• Provide full mortar head and bed Joints. 7- Shore filled lintels as required. Installation of [Intel must comply with the archttectural S. and/or structural drawings. Liatels are manufactured with 5-1/2" long notches at the 9. ends to accommodate vertical Cell reinforcing and grouting. 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. Bottom Reld added rebar to be located at the bottom of the [Intel cavity. 7/32" diameter wire atimps are welded to the bottom steel for mechanical anchorage. CaWOplece concrete maybe provided in composite lintel in lieu of concrete masonryunite. Safe load ratings based on rational design analysis per ACI 318 1 and ACI 530 10.Untel min. depths are called out on lintel plan. N Contractor installs a deeper lintel than indicated on the plan, doing this increases the strength of the [Intel 2 and Is approved without engineering letter, If a smaller lintel Is installed contact 3 FOR for approval 5. SAFE LOAD TABLE NOTES 6• All values based on minimum 4"bearing. Exception: Safe loads for unfilled 7• lintels must be reduced by 20% if hearing length Is less than 6-1/2% Safe loads for all recessed lintels based on 8" nominal bearing. N.R. = Not Rated. 8. Safe loads are total superimposed allowable load on the section specified. Safe loads based on grade 40 or grade 60 field Taber. y Additional lateral load capacity can be Obtained by the designer by providing addional reinforced masonry above the precast Ilntcl. One #7 racer may be substituted for two #5 rebars in 8" lintels only. The designer may evaluate. concentrated loads from the safe load tables by calculating the maXlmum resisting moment and shear at d-away from the face of support. For composite lintel heights not Shawn, use safe load from next lower height All Safe loads in units of pounds per linear foot PRECAST "U" LINTEL W/ 3000PSI CONIC. GROUT SHALL BE RUSH AT OPENINGS SEE GENERAL CONCRETE WITH TOP OF WALL LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT HURRICANE D R n ANCHORS (� 10" STD. 90 HOOK (TYP.)--� I�. E� HOOK. .'r'� it ♦ ..... :' fn Ad a iq 8 REBAR ON BOTH SIDES STD. 90 DEGREE OF OPENING U.N.O.SIANGLE 3000 P.S-1 CONC. W/1 #5 D TYP. BOND BEAM REBAR 8" z 8° x la" K.O. PROVIDE KNOCK -OUT 7 LINTEL BLOCK BLOCK FOR FIRST A I I ALL W/3000 P.S.I. •- COMPLETE CMU COURSE CONC. W/1 #5 OIA. ' BELOW SILL &FILL SOLID REBAR •. W/ (1) #S BAR FOR ALL WINDOW OPENINGS e'"6" .AND LARGERI INDICATES FILLED CELL FROM Fra. TO CFIU U,N.O. BEAM WITH 1 #5 BAR MIN. • SEE FOUNDATION • , y • - ' •SEE FUNDATION PLAN 1, FOR Lot Tic N PLAN MS01 I BLOCK WALL REINFORCEMENT N.T.S. TYP. DOWEL 25" UMIN. LAP (ACI 530) C y a ji 5'm O t0 C m g o.a IL1 W 3RR��y a ti � ik xk �� IY LL lL W 'l z. `aW 13a z E x m 4 T'�� ¢ 0�0 O G u7Z'@ IL B s .§ BE isV O F S 'a ° WWW.FDSMG.COM ❑ ❑ ❑ N Z N M a 2_ CD•O T (D c Q e J p a v — Y o — P = 4 W F m `� O £ 7 g �O W o m In c m R U L°NE OOopU o r— �Wv _ e t= iK ®vl Q c ago 0 DAMS HOMES N c FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 H. DIVISION LOCATION: z PORT ST. LUCIE 90 VI Job Information: yq I a 9 O O I- 6 g t ' ' to LU O E 0 r= o XV N c` r m z OJLLI� C4 p N J 03 U) U) Do " rnVI Model Name / Number: - 2330 Plan Issue Date: Friday, March 20, 2020 g KA PROJECT NUMBER: 20-1838 d Y Sheet: A Of: N ®�■i no LINTEL PLAN r 2x6 #2 SYP P.T. O SIMPSON HETA 16 W/ (2) %"x5, EACH END SEE FLOOR PLAN WEDGE ANCHOR 0 FOR BEAM SPEC. d c OVERHEAD SECTIONAL y DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT dt•I, W/ WASHER. MIN. 6 PER 'lilt 6•, I I I ' � �a Q TRACK TO JAMB. (5) 112" DIA. x 8" 1/2" X 8" A.B. W/2" o d s "J" BOLTS WASHERS SET IN FILLED CELL W/ #S TYP. FILLED CELL VERTICAL MIN. 5 PER JAMB. € H ,I SECTIONAL � OVERHEAD DOOR WOOD P.T. #2 7 L SYP 2" X 6' �( f v TRIM o Y °7®gd� 2"x6" P.T. WOOD JAMB ;?;•s c `\y P�LOE tRr' s II .il• E e y DOOR AND CONNECTION PER . d ta° all GARAGE DOOR MANUFACTURER GARAGE SLAB a w- 7 4t TYP. GARAGE DOOR 76 -x OJ TRACK MOUNTING DETAIL ® 7 NOTE: DETAIL CD22/S-2 MAY BE SUBSITUTED FOR THIS DETAIL- UNLESS NOTED OTHERWISE ti MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. CD21 ENTRY CMU COLUMN/BEAM M.T.S. 3 v g RN av r�. _ 80 6 C IY g r p'� W F. -I yQm M 0 CO g v CJ 10 i�%1 �Jk O O,'-n Off, LL IL LL $� a BLOWN -IN R-30 INSULATION PER FBC v gg w ° Q x LL .� o��&w 5N\ a w w 9' AND ENERGY FORM SUBMITTED WITH m '� ; g.g ? < k Z : z BLOWN -IN R-30 INSULATION PER FBC AND ENERGY FORM SUBMITTED 12 iPERMITICATION ' PERMIT APPLICATION PROVIDE BAFFLES 12 AT EAVES (FOR VENTED ATTICS) FIBERGLASS SHINGLES OR y, 3 ">a Q Ni 3: = FO W P s.� NI 2 =m ¢ m O 4 a W m i^ w °� m _a 'z• m m °-' , Q ' PROVIDE BAFFLES AWES SEE PLAN TILE ROOF PER ELEVATION SEE PLAN OVER APPROVED UNDERLA MENT - w w p a a ® m E O `T (FOR VENTED ATTICS) PER FBCR 905.1.1 OVER APA .0 "' 3 2 a o ' FIBERGLASS SHINGLES OR PRE ENGINEERED WOOD RATED STRUCTURAL SHEATHING ° a gm p€ ° s a._'it O TILE ROOF (PER ELEVATION) TRUSSES @ 24" O.C. (SEE STRUCTURAL NOTES F N vmwwsENoaon�. OVERAPPOVEDUNDERLAYMENT PER FBCR 905.1.1 OVER APA , ' FASTENED TO TRUSSES PER ROOF NAILING SCHEDULE) 2 PRE-ENG. WOOD RATED STRUCTURAL BRAINING ANCHORP ( ) TRUSEE m Z N o TRUSSES @ 24" O.C. (SEE STRUCTURAL NOTES FASTENED TO TRUSSES PER ROOF REE — - — - — PLAN •, BRG. £ Z I�k ' NAILING SCHEDULE I ) � 1/2" DRYWALL CL li. lit ` TRUSS ANCHOR (SEE PLAN) TO BE INSTALLED ON OUTSIDE FELT PAPER OR • r TRUSS PLATE ETAL DRIP EDGE 3 /� �/ j — t' +' " " " " FACE ZX SUB 3/4^ P.T. NAILER F%S�A (TYP.) FRAME FOR BUILT-UP 8 to 0 SOFFIT. SEE ARCH. 1/2" DRYWALL �I PLANS CORNERS min (3) 2x4 OR 4x4 w/ 2x4 POST UNDER EA u_r� N w F ��aa+„/�i -METAL DRIP EDGE 1/2" DRYWALL // CURTAIN NAILER 8 x 8 x I6 K.O. 2 X 4 P.T. PLATE END OF SUPPORTING BEAM. .0 m o U — CONNECT ALL 2x STUD 2X SUBFASCIA 1 x 4 P.T. @ WINDOWS T 1 x 8 P.T. @ S.G.D. „ LINTEL BLOCK O.H. W/ (1) #5 DIA. REBAR & KEEP IN 3 4" FOR SHEATHING NAILED w/ 8d NAILS @ 6" / AND LATH WITH FINISH O.C. E `v y V) c m uitin Imo) TO TOP PLATE WITH (4) „ 16d TOENAILS SOFFIT. SEE ARCH. " SEE ELEV. 3000 PSI CONCRETE "U" (TYP.) ALL SIDES / / '7•\ (TYP.) FRAME FOR COR- q �� (TS c PLANS 1/2" DRYWALL PRECAST LINTEL SEE SCHEDULE " / '0)O \ OO o y, vb NERS FOR NON LOAD 1O U i0 w E ,,,, 000 t,- SEE PLAN FOR HEADER SIZE N N / p° °v 0 \ BEARING SIDES NAILED O OR W/ 16d NAILS @ 8" O.C. ' _ m bo vb OPTION: 15/32" OSB EXPOSURE 1 ON , / ° , 0 o a 0'H' 1/2" x 8" J-BOLTS \ / MAXIMUM OF (3)- 2X PLATES MAY BE EXT. WALL W/ ALL EDGES BLOCKED. SEE ELEV. SEE FOR NAIL ATTACHMENT. 1 \ / TYP. 4 COURSE HIGH A.F.F. ()CENTERED EA. ( ) ' d D/�IVIS HOMES ADDED BELOW THE HEADER W/ EACH (OPTION) ( OPTION) STAPLE; 16 GA. 1 3/4" � CMU BASE FILLED w CONC SIDE w/2" WASHERS \ / / b - -- ,;• PLY ATTACHED W/ (2) ROWS OF 16d NAILS AT 8" O.C. STAPLE @ 2° O.0 EDGES AND FIELD. NOTE; 44' SILL HGT. ON FILL CELL -(1) #5 DIA. w/ (4) VERTICAL RENF W (TYP.) / OM „ ALL BEDROOM WINDOWS. REBAR W/ 3000 PSI HOOKS INTO FTG & AT TOP 2 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 N CONC. ALL LOCATIONS OF COLUMN PLAN Al -Al 2 3000 GULFBREEZE PARKWAY VINYL FRAMED WINDOW w/ SCREEN ,N, SHOWN ON FOUNDATION N GULFBREEZE, FLORIDA 32563 (G.C. TO VERIFY W/ FLOOR PLAN & FLOOR PLANS LOCATION OF OPENINGS IN u v DIVISION LOCATION: EXTERIOR WOOD WALLS. IF NO r SIMPSON LSTA30 SEE FLOOR PLAN PORT ST. LUCI E OPENINGS AREICATED, FULL y w/11-10d TO BEAM FOR BEAM SPEC. REQUIRED). STUDS ARE REQUIRED). & TO FRAME BELOW VI NOTE: 44" MAX. SILL HGT. ON Job Information: ALL BEDROOM WINDOWS. VINYL FRAMED WINDOW .c WINDOW STOOL „ W/SCREEN Q CEMENTITIOUS DECORATIVE FINISH 7/8" THICK PER ASTM PER SPECS H PRECAST CONC SILL ry C-926.9IiA e V li PAPER BACKED FOIL R-0.1 u 1 ; .o O 2X STUDS (SEE FLOOR PLAN FOR INSULATION AT CMU BLOCK WALL y MORE INFORMATION). SEE TB13 1/2" DRYWALL PER FBC AND ENERGY FORM V EXTERIOR FINISH - SUBMITTED WITH PERMIT Jr. 0 ON SHEET 6 FOR NAILING INFORMATION FOR r (SEE ELEVATIONS) R-13 INSULATION AT EXTERIOR WALL SHEATHING. WOOD FRAME WALL PER FBC P.T. 2X #2 SYP. BASE PLATE AND ENERGY FORM SUBMITTED I x 2 P.T FURRING FIG. DOWEL #5 DIA. REBAR I x 4 P.T. 17" IN CONCRETE - 25" 'TB W LO w/ 1/2 x 8 A•B, (OR 1/2' x 8" TITEN WITH PERMIT APPLICATION HD)w/2" WASHER AT 32" BASE NAILER EXTEND (ACI 530) ABOVE SLAB. ALL LOCATIONS SHOWN TON SIMPSON MPSON HETA20 ' BUILT-UP CORNER E > (D TO m O.C. WOOD BASE FOUNDATION PLAN Al , Al MIN(3) 2x4 TO COLUMN o d• m ai WOOD BASE MIN. 6" FROM END - SEE WS07 FOR TERMITE SHIELD , POOSO.10d , OR 4x4 POST w/ 2x4 UNDER ' ' EACH END OF BEAM w _o a' (V N E i A a SEE FOUNDATION PLAN , SEE FOUNDATION PLAN FOR FOR SLAB INFORMATION _TOP OF SLAB _ — SLAB INFORMATION TOP OF SLAB _ NOTE: • 2 X 4 P.T. PLATE �� p 0_IWZD N O 00 BOTTOM STRAPS MUST BE + m GRADE ; - GRADE INSTALLED ON INSIDE OF COLUMN. DO NOT BEND VI Model Name /Number: a. o STRAPS UNDER PLATE. CLEAN 3 w ^ b. PLACE STRAPS IN FILL . • , v n e v 2330 iv O o .. `� :SEE PLAN FOR - ry RE -BAR QUANTITIES CELLS W/#5 REBAR .• . • (TYP.)4 COURSE HIGH CMU BASE m FILL • In, FILLED w/ CONC - SEE PLAN FOR Plan Issue Date: Friday, March 20, 2020 SIZE. TOP OF COLUMN BASE • SEE FOUNDATION PLAN SEE PLAN � —�/ SEE FOUNDATIONa 2'-0" AFF V KA PROJECT NUMBER: FOR FTG REQUIREMENTS PLAN 20-1838 NOTE DETAIL CD21 / S-2 MAY BE SUBSITUTED FOR THIS NOTED OTHERWISE H o Sheet: �-� OfDETAIL•UNLESS WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4"=l'-O" SD WS01 TYPICAL WALL SECTION - 8" CMU a/a"=1'-0" CD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE N.rs. 1 31 TYPICAL FRAMING DETAILS I ' STRUCTURAL SHEATHING CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE EXTERIOR SHEATHING , v ATTACHED PER NAILING 1O V SCHEDULE TB13 ON , $ SHEET 6 STUD ANCHORING: a STUD TO TOP PLATE: c R-19 INSULATION AT EXTERIOR SIMPSON SP4 1p WOOD FRAME WALL PER FBC' AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION 2 X 4 SPF s (WHEN EXTERIOR WALL IS ; AT 16" O.C. ° EXPOSED TO INTERIOR SPACE) g m 2 X 4 P.T.' STUD TO SOT PLATE: , SIMPSON SP4 � ' v LINTEL 1/2" X 8" NOTE: HOLD FRAMING 1/2" ANCHOR BOLT 2 BACK FROM FACE OF BLOCK @ 32" O.C. ° FOR SHEATING TO BE FLUSH ° WITH BLOCK FACE 8" CMU WALL 5 ° eA ItII)Jtfe WF21 KNEEWALL @ENTRY FRONT WALL 3/4, c +~, ° c V I c f �^ 4( _1.0 y••., CZ &T D6A #�a0 c I UJ N PROVIDE 2x4 ON TO t a ! pF ffi OF 2x8 TO BLOCK OUT 2 ROWS 12d @ UIy N TOP PLATE ATTACH w/ 3" O.C. UBLE 2x4 (2) 12d NAILS O.C. a .? L -• o (SOLID BLOCK W/ 2x6) TOP PLATE ��fef• r ` �'`�� TO TO 2x4 STUD MZ�I! -v Li PER PLAN - 2x4 BEYOND AGAINST 2x8 STUDS OF SPLICE 8 NOTE: @ ALL FXT. CONDITIONS ATTACH 2x STUDS OUBLE 2x8 v TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. TOP PLATE s SIDE TYP. TOE NAIILS MAYBE SUBSTITUTED W/ 2x8 STUD c (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN TOP PLATE W 8d 2 1/2" x 0.131 NAILS (BIM. w/ 2x6 * NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) 2x4 w/ 2 ROWS OF E ._ m v 12d NAILS @ 3" D.C. '' W � N CO TOP PLATE TRANSITION PLANWOOD BEAM sn�EE f SIMPSONHUC410OR(2) Li 4 1- 0 00 HUC210 PIPE OR DUCT w/ OUBLE 12d TO BUILT-UP COLUMNro , PENETRATION THRU 8'" TOP SPLICE - m R TOP PLATE w/ MORE , -,,� SUPPORT COLUMN BUILT-UP MIN. „ Ip ¢ �g a THAN 50% OF TOP (3) 2x4's OR 4x4 W/ (2)-10d o Wa' ui w ROWS 12d NAILS @ B" O.C, EACH PLY C _ "i e g L 0 9.;5 a rtPLATE WIDTH INSTALL @ 3" O.C. ,SIMPSON PSPN516Z ; (SHOWN AS 4 x 4) ; ��Q o B9 E RO (2) SIMPSON HETA20's u 4 oW/ (12) 16d NAILS TYP. �' °•=.mC, 4,,�w/(12)-16d EA. TO COL, s � s •8W � R< m TOP & BOTT. N .'� `*; ALi: (2) MSTAM36 STRAPSd asNOTE: @ALL EXT. CONDITIONS ATTACH 2x STUDS BOTTOM SPLICE TYPICAL BLOCK ' CENTERED w/ (13)-IOd NAILS a` x �aB `�a C) 1n TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. OVER STUD WALL `i. '; EG TO COL. n �' n 22' < O SIDE TYP. TOE NAILS MAY BE SUBSTITUTED W '" TIE BEAM LLB o ~ (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO K � � ; o TOP PLATE W ad 2 1/2" x 0.131 NAILS , ° � I- � �rllwNw wsENG.c � "•, ❑ ❑ � * NOT REQ'D. WHEN QT SYSTEM IS APPLIED ,o / • 4% Z O NOTE: m z m 0 PLATE LENGTHS MUST BE AT Z c•O.I LEAST 8'-0" LONG. TYPICAL e < a WF17 TOP PLATE SPLICE DETAIL 3/4°=1'0" CD04 TBEAM 0 RAISED ENTRY MASONRY WALL NTs � � a Y z 3 2x8 SYP #2 QX w TOP & BOTTOM, 1U E ' " ATTACHED W/ EXT. OUT BEAM TO SUPPORT W c m (1) ROW 16d 2x6 SYP. #2 g \ /(/ N m °' NAILS@160.C. RIPPED ----------------- SIMPSONHUCa10 TRUSSES IF SPECIFIED ON PLAN m ; BUCKET SEE ROOF---;-----,----i a aim U $C) Ih, ro ;, PLAN FOR MORE INFO O L�qy BOX HEADER DETAIL�—� SEE ROOF PLAN FOR BEAM SIZE �� ; ? c Jn s o * CRIPPLES MAY/MAY NOT BE PRESENT. ; & CONNECTION INFO a a m Q a1 n IF nNl v /� Kwr,-7/16" O.S.B. VERIFY HEADER ELEVATION 1 j / A _ v JACK USED AT It A, AIDt Q �( (1) EACH SIDE OF 2X BLK'G. O.S.B. LI OPENING G.C. TO W W/ 2 8d T INSTALL (3) TITEN HD, EA. END (2) 2 x 4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2.6 LAMINATIONS W/ (2) 5/8" x 8" EQUALY SPACED ROW OF STAGGERED 10d COMMON WIRE NAILS ROWS OF STAGGERED 16d COMMON WIRE NAILS ROWS OF STAGGERED 160 COMMON WIRE NAILS PER SIDE INTO CMU AT — (D = 0.14E", L_- 3") OR EQUAL (ONE INTO EACH OUTSIDE FACE) (D-0.102",Lr 34/2")OR EQUAL (ONE INTO EACH OUTSIDE FACET (D=0.162%L=3-1/2")OR EQUAL JACK TO HEADER, NO BASE EDG E VIEW HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 1 2 X 6 WALL TACKS KINGS 3ACK5 I I KINGS SIZE EA ENO EA END EA END EA END LESS THAN 4' 1 (2) (I (2) >4' BUT <9' (2) (3) (2) (2) 10'-0" - 16, 13 4 3 4 H EADER ANCHOR NAILED TO TOP PLATES, HEADER & 2ACK HEADER SIZE NO. & SIZE OF & GRADE RAFTER TIES EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE _ -- _ vr+n•a rpvmc� SEE FLOOR PLAN _ FOR COLUMN SIZE & -- - BASE CONNECTIONINFO ---- ---------' FLORIDA CONTRACTORS LICENSE NO CRC1330146 OPTION A 1/r' osB FLITCH PLATE OPTI O N B a 3000 GULFBREEZE PARKWAY SEE FLOOR PLAN FOR REQ'D ONLY WHEN INDICATED GULFBREEZE, FLORIDA 32563 COLUMN SIZE & BASE ON BEAM SCHEDULE/PLAN a CONNECTION INFO t DIVISION LOCATION: NOTCS, CONNECTOR REQUIRED --- - 11ADJACENT NAILS ARE DRIVEN 'FROM 3)FOR 4{'LY,PROVIDE I/4-DIA. x51/2"LAG PORT ST. LUCIE OPPOSITE SIDES OFTHE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3PLY) 0 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NDS SECTION 15.3 FOR (3) 16d SEE PLAN v THE T9CSNESS OFTHE LAST IAMINATION. ADDITIONAL INFO. SP4 AT COMMON 2x SIPSONSP26"O.C. SEE SCHEDULE Job Information: NAILS(TYP)--�( ��R WILL SECTION A -A 4 24" O.C. ' I W/ SIMPSON SP2 TYP. �"" WF37 TYPICAL COLUMNS DETAILS HGT. TOP AND BOTroM 2-ROWS 12d NAILSfi N.T.S. STAGGERED @ SCALE: 1 1/2" = 1'-O" FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 11/2" CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) F.F. OVERHANG I• p. •Y CMU FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" HEADER PER LOCATION---,. A TOP NAILER ',,'',�I 16F .� • '• • ! • • • ! ©ATTACHED TO . • :. NAILS. SEE DETAIL ABOVE ELEVATIONISEE •• R • SQUARETRANSOM :• HEADER EACH END 12" O/C EACH @ 00 * WHEN STUD LENGTH IS LESS THAN 12" USE FACE OR 3-ROWS 12d NAILS STAGGERED r LSTA30 STRAPS AT EACH STUD WRAPPED OVER @ 12" O/C FOR 2 x 10 OR GREATER HEADER A A M v O TOP PLATE & NAILED TO HEADER EACH SIDE _ SEE PLAN FOR 0 TOP OF BEAM FILL ALL HOLES IN STRAP DOUBLE 2 x #2 SEE ROOF PLAN n z y H S.Y.P. HEADERWJ "FOR BEAM SIZE & - a = 1/2" FLITCH PLATE CONNECTION INFO — 4 O y y lOd NAILS @ HEADER. (U.N.O.) _ I- r,.) 8" O/C TYP. '- Eui \ IVU FILLING AND BLOCKING AS ° ,n / R U N N DOUBLE 2 x 4 REQUIRED FASTENED TO SEE FLOOR PLAN FOR m Z d CRIPPLE STUD HEADER W/(2) ROWS COLUMN SIZE & BASE v U TYPICAL (U.N.O.) OF 12d @ 16" O/C UNLESS CONNECTION INFO 0 JM W N O NOTED OTHERWISE O 0Z) W J , n C0 Li V J m VI Model Name / Number 2 x 4 STUDS TYP. SIMPSON HTT4 W/ (18) 2330 CMU 16d NAILS &A 5/8" EXPANSION ANCHOR o X Plan Issue Date: W/ 6" EMBEDMENT U.N.O. 'o Friday, March 20, 2020 tNG OR 8 1/2" AT GARAGE STEP DOWN d c VI KA PROJECT NUMBER: EE FOUNDATION In * * HOLD DOWN CONNECTIONS PLAN FOR MORE INFO NOT REQUIRED BEARING P.T. BOT. PLATE , 0201838 NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQD.1 WALLS WITHOUT UPLIFT WINDOW OR DOOR OPN'G �`7f Sheet: S_3 Of: MS18 RETROFIT WALL OVERHANG DETAIL N.Ts. WF39 TRANSOM DETAIL AT ENTRY 1/z"=1'-0" WF09 WALL HEADER DETAIL N.T.S. CD11 COMMON BEAM ATTACHMENT N.T.S. TYPICAL WALL DETAILS U FILE COPY *DIAGONAL SPACED AT 20'-0" O.C. MAX TO BE LESS THAN SAME SPACING AS BOTTOM CHORD LATERAL BRACING ' OR EQUAL TO 450 MINIMUM 2'x4" ' CROSS BRACING -"- (SEE PLAN FOR T ' LOCATION)- ' BLOCKING i m i ' O O (3) 12d ' PER JOINT ' a m CONTINUOUS LATERAL BRACING- NAI L OVER X•BRACE AS SHOWN• m ' INSTALL BLKG. AT TRUSS WEBS CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING __ X-BRACING - 2x4 SPF OR SYP e w/ (3) 12d @ EACH TRUSS WEB m e= TB01 TYPICAL CROSS BRACING DETAIL N.T.S. T11302 TYPICAL CROSS BRACING DETAIL N.T.S. m PROVIDE 2X4 MIN. BLOCKING AT o CENTER LINE OF HIP/RIDGE, TYP. EEN USSES WTRUSS NAILS EACHENDTO TOP ` . �\ Jtl.TOF CHORD .` Z B�S,.p. �: ^q A TRUSS ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING m cc LL WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP o Q�. p _ _ _ _ _ _ TRUCTURAI G.T. IT PACE + ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 TOP CHORD WHEN REQ'D NAIL TO TOP CHORD ----- TO PREVENT SHEATHING ACK ----- OF HIPPED TRUSS W/ SPAN FROM EXCEEDING TRUSSES HIP 12d NAILS @ 6" O.C. -a MAX 24" SPAN (EITHER G.T IJ SIDE OR BOTH IF REQ'D) 2 m ROOF (2) 12D NAILS AT 12" O.C. MAX MINIMUM (3) 12d PER JOINT m s SHEATHING MINIMUM 2" %4" SPF OR yy N m SEE r *SPACED AT 10'-0" MAX SYP TRUSS BRACING E ao- N 00 2X4 BLOCKING 8 N �8� BETWEEN TRUSSES HIP TRUSS ��i'w aim= N D S�(�'� �T �' £ n-cpS�O�p a aiLiLla�G a g = o c �L a d U 13z`-M TB03 HIP / RIDGE BLOCKING DETAIL N.T.S. TB04 TRUSS BRACING OVERLAP DETAIL (TYP) N.T.S. d g w, z g s`A61 o m 3zo F ¢e 1° ooH' g' Zn '5 ¢13a as � J G U) S 8it z p 3 s^o W X m r NM1MN.RJSENG.COM ❑ El ❑ o n 1 z TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING ANSIEATER y c Z N Q `o A BEFORE (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND ss BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT 3 a 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 — y z Il CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANYONE AREA THEY SHALL BE SPREAD OUT L_n U EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CS,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. - ) ` ' ' W '� W I- 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION. E •� 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS, 5. PROVIDE TRUSS BLOCKING ATALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. E m` o 0 w m Vol SEE TYP. TRUSS BLOCKING DETAILS o U-) ZD m M SHEATHING m m U 3 TO 4 TRUSS SHOWN c ' ALTERNATE A U TRUSS SPACES DIRECTION Ip o U 7 y o RUS u� VERTICAL SCAB 2%8 #2 SPF 48" O.C. � m d DAMS H0MEs W/ (4) 12d TOP & BOTTOM OR H5 SEE TRUSS -,,TO v` ,a••,v,`".d71"' +&a ts. x Te+ r-- OR HCLR/LL IN PLACE OF (4) 100 SECTION EA TRUSS m REQUIRED @RAFTERS GREATER THAN 8'O" B-B , . 'a°m FLORIDA CONTRACTORS LICENSE NO. CRC1330146 SEE PLAN OUBLE TOP DOUBLE SEE STRUCTURAL NOTES AND NAILING d 3000 GULFBREEZE PARKWAY PRE -ENO. TRUSS PLATE SECTION B-B TOP PLATE SCHEDULE FOR SHEATHING DETAILS GULFBREEZE, FLORIDA 32563 2x STUD WALL VARIES w ROOF a - DIVISION LOCATION: SEE PLAN SLOPE M m PORT ST. LUCIE COW. FRAMED RIDGE \ / \ Job Information: MAY BE NAILED w/ MIN. VEg71CAL SCAB 2X8 42 (4)12d WHEN IT LANDS ICA \ 2X4 SPF BLOCKING \ SPF O.C. W 4 12d NEXT TO PRE{NG. TRUSS 2N8 BW NG. NAILED @ EACH TOP & BOTTOM OR H5 OR \ / \ BETWEEN TRUSSES / \ @ 48" O.C. MAX. / SIDE w/ (3) 12d NAILS WHEN HCLR/LL IN PLACE OF (4)120 / \ -5 g REQUIRED w/ (2) MTS12'S REQUIRED 0 RAFTERS GREATER \ THAN 8' 0" (RAFTER \ \ 2x4 SPF BRACE / c " COLLAR TIE \ @ 48" 0 C. - NAIL w/(4) / \ \ o 3rd 12d AT EACH END &EVERY \ cv SHEATHIN \ \ \ ALTERNATE DIRECTION M m O 2%4 BLOCKING BETWEEN CB BEVEL CUTS \ TRUSSES W/ (2) 12d NAILS 0 EACH END, GONT. EACH BAY (OPTIONAL) ` ` , , Ip' g TB 2X4 SPF W/ (2) #7X31/2" / / SEE n m ALTERNATING DB WOOD SCREW EACH TRUSS / / PLAN < O BLOCKING OR HS 0 48" O.C. = Uj >- PRE -MG. TRUSS \\ � U M 4, � STRUCTURAL SHEATHING CONT. ROOF SHEATHING AT TRUSS TOP CHORD AT ALL HAND FRAMED AREAS TYP. / / E > Cr (0 N SEE PLAN FOR COtNAILS \ \ / / _ CV CV E 2 SIMPSON A34 OR \ \ / / f° m d e 2X4 P.T. BLOCKIN m O TRUSSES W/ (2}1D AL WGOD 2x8 #2 SYP RIDGE BEAM 2'-0" ON CENTER \ \ / / O J W AAITA8,4 EACH END MAX TRUSS., 2xB RAFTERS 6 2'.0"O_C. \ '\ ' 2X4 SPF BLOCKING v' �f°� Ili co vJ MAX )12dTORT COMMON BETWEEN TRUSSES Y V a ENAILS WALL BELOW TOENAILS 7o RIDGE BEAM @ 24" O.C. MAX.w/ \' \ �, Model Name Number: / (SEE PLANS FOR TYPE) 2X4 RAFTERS FOR SPANS LESS THAN (3)12d EA. END (TYP.) _ _ CONC. MASONRY 4 FT @ 2'-0°O.C. MAX / (3) 100 COMMON TOE NAILS TO RIDGE BEAM SEE PLAN / \ 2330 2X4 CONT. AT STEEL OR WOOD m T&BCHORBEARING SUPPOFrr VI Plan Issue Date: TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/2" SPACE � Friday, March 20, 2020 @ RAISED HEEL DETAIL DETAIL @INTERIOR BEARING SEE PLAN FOR MORE SHEATHING KA PROJECT NUMBER: INFORMATION m x 20-1838 2x4 S.Y.P. @ 16" O.C. o Sheet: S-4 Of: TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS N.T. s. TB1S EXTERIOR NON -BEARING WALL DETAIL N.T.S. ROOF FRAMING a AND BRACING DETAILS j 6" 0 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. PredriIling increases structural performance. Use only 2-1/2" wood Screws (#8 and #10) when Securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 1 1/4" EMBEDMENT INTO THE MASONRY JAMBS. 6•, SPA EVE 6" 6" 6" SINGLE DOOR SINGLE DOOR W SIDELITE s„ 61, 3" n 3" 3N 3N 3" 3- I Ill III E I Ir, 1 3„ 3" 3" DOUBLE DOOR W/ SIDELITES 7A /E x 6" ;PACE MEN LY e" 6 SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO BE 1'-0a' IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE FILLED PVC. PIPE. A O ° r - TOP OF SLAB 00 o z I ' 0 16" MIN. DIAMETER !N-_° I CONCRETE FOOTING D-EPROOTECTION BARRIER DETAIL N.T.S. 5„ SPACE EVENLY I R n� SEALANT L NAIL SHINGLES W/ 110R 12 GAUGE ROOFING NAILS. 3/6" MIN HEADS 6 PER SHINGLE. w �off` / valMY amtenine ' SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY I TEXTURED, PAINTED BEHIND FLASHING LOCATIONS) EXTER. WALL FINISH AND EXTENDING A MINIMLM Or 6" ABOVE 6" X6' H GALV. VERTICAL RISE OF FLASHING VERTICAL WALL FLASHING CONT. AT NNEEWALL T ENTRY PLASTER STO SEALANT ROOT SHINGLES 6' x 6' H WV. T rLASHING CONTI , FLASHING DETAILS LIIQ NO¢.NOTE: THIS DETAIL IS REQUIRED AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF W'DOW AND/OR SGD FRAME MIN.) GLUE STRIP W/ ADHESIVE SEALANT & SCREW w/ 3/16" x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATIONOFWINDOW ATTACHMENT N.T.S BUCK STRIPS - 1x4 (DEPTH OF WDW, FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS 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 EXT. FINISH DRIP EDGE WINDOW SEALANT BACK OF JAMB GENERAL CONTRACTOR TO COORIDATE SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S 2X WOOD FRAME — BY OTHERS SHEATHING' — BY OTHERS CAULK BETWEEN FIN &SHEATHING EXTERIOR — FINISH BY OTHERS PERIMETER --- CAULK BY OTHERS O.A. WINDOW HEIGHT EXTERIOR 11/20 MIN. EMBEDMENT — F8 WDOD SCREW ANTERIOR TYPICAL FRAME OPENING WINDOW INSTALLATION Al \¢cZOE 314" MM EDGE DISTANCE 1/4" MAX: SHIM SPACE R905.3.e.9 Me EDGE RiOVIUE CPoP EllGk AI JVee PYD OF SIIINCaE RO015. OVrRLiP i01fE A ViMl NiMUM W 3n Roar). TAVENG A EDEES ND BA [%FEND Man BELOW aHEATXING AND E EDERE AT EA ES THE SOFAMNIMOM Q9n. ENEDGEAT EAVES RMAL.9E PERMITTEDGF TO BE NSTNIFD EITHER i OVER THE LNM THE L ,TER EYt- F E ALLED OVER INITHEIG W OTHOFAl THERMSNINI A OVER I HE 4a wPTH OF ROOF CEMENT INSTALLED OVER HE Law, FUGI HDU A MUftl%fll0 STiA1aE MECINNIWrl TbE VEW AMOMMUMp 1N Oa CENTCR. CE Wi TXL Vela AS 1.2A..3 S m A 77 Kra CE n GREATER SECTo nTHE MEAN ROOF MPH EXC EDS3 M T(10 r THE MEAN GEES HEIGHT E%L®E33FEET110.I A VA gap _OF SHALL BE MFLNM'KNLY FASTEI.ED A MRIMUN OF 4IM.NFG lER Mautnum Fastener Spedrg (lamas, Head and Sill) ♦' Wall Framing: 02 SPrume/Mne/FI Or Bearer Silloone �- 0]0xl-]/2- svew — IF IF1n_. Minimum penetration -Ropews - GMring Bead Mounting Cross Section View Bbm VM Of Find Window Mnlmum I Ell Sheathing Note: We sbonytyseosmmeMMe useu/INMingand/aNvGMp h1pesam mIllipares u staredln ASTME217707 However, Met vaNetbn In tadeserMbupdMg type; tt is AtR up t Me mouser t deMmliro Me proparinareOaMrn alMesr ltemt, Lf111 71l OAHLLE tkrIMAh C id? Bet"re lnsl3ul y yom NSndow, tN bubble wrap may be peeletl bah for InSpeC�i¢�, buP pleas r still' the rrtmp to protect the bIo a ton saa¢aes and otoer ma^�age a msvusol Sep 1 Me a to be sure the Opening is 3/8 to 1/Z• larger than the window Btt both veNralM and Mrltnlally. " You maY wish to prel the Installation Mles In the An at this time. lie hats an Ma moarrely 14 a5 Vasil "/xX 92P2 Apply a generous lead Of sakm* to the backside of the mounting flan the Enough diame to sWfrierdly fill all witls between the M and the wall Swathing. SW IrcMMewFda kWftopaigfMMthemEide. The window is Metalirttitle" and'arnide, but AMese kbel have bean rammed, the bad 5holld al be to the mside of the InArline. Step lol shims under the rib, adlathg them u#t the UM is gunlo in the opening. Shims still be Installed under the SIB eery 2feet. The -WdGw should be bR"N amERd in fM With NO mare tern 1/4' between the window and wall Step S InseI a#10x I -Ur screw 4" from the career of the An a adu ed of the had, nil and bdh Isabel Sep 6 Awtell the r inirg fasteners In W Incremens from the amen screws to the Lather of el frame member. Use are not b own. tgNi n the screws and pub them through the M. Also, mesa sae the screws go in ment,ard do not cruse the hanw to bow. Well ha ing should be a minimum of #2 Spru en waini. Fasteners mould be #10 screws of sAdeM length to addle 1-30 penetration Imo the wall and Go less Man 1/2" from edge of firemett. Redraw Wanda nested In sub side of hams to a rieYe 0• too of Frame Member 10" Ill" 26' 34" 43" so" s6" All 74" or 90" WNumber of Fastmns 2 7 4 5 6 7 6 9 10 11 12 13 Step 7 REmDYe eucess sikonw IGaGn Dui' hen around the An and impect for holes ar Veld,. the Sig one to it any Vol Sep B If desired, a foam Insulation on be applied to the ImEft gap between the window and wall Analog. If applied, Manwstoe the NON EXPANOM6 rYPE FOAM. Step Sil fhe5e widows ate typkaby used in warns with Itlph mdsb^Ie betwoors, it Is remmmendN that Ave ItEnar gap between the window and wall flaming also be sealed wan sllkoa and Wed Ed as not to imertere Win ter Insulation of wallboard, tie or trim. Sep 10 Once all anStrill Is DOME.e,MFG(wa the bA% wrap Ann the inside and outside of the wall Uneacsary, dean the desks with a mild detergent and warm water ussig a soh dA. Failure to follow these procedures will void any and all warranties. GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE, 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION" SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION AND CALL OUTS. Product Approval Submittal Affidavit Building Address: Contractor: Building Permit: Product Design Pressures Manufacture Model # Attachment Approval # Method Roofing: 1st Choice 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 %ff-rld FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, FL21580.1 R-1 Products Inc. e V i" ^EDGE AN12 A" Q.C. TYPICAL MAX, ROOFING UNDERLAYMENT: 1st Choice WOODLAND TYPE II UNDERLAYMENTS-Il UNDERLAYMENT SHALL BE APPLIED AND FL15216 - R3 INDUSTRIES INC 0 ASPHALT-SATURATEDOR ATTACHED IN ACCORDANCE WITH R905,1.1 7 O6. 2nd Choice Overhead Garage Doors: 1st Choice +30.0/-30.0 CLOPAY 73W6 16 x 7 2"x6" P.T. WOOD JAMB WITH (5) 1/2" DIA. x 8" "J" BOLTS FL16546.1 2nd Choice +30.0/-32.0 CLOPAY 73W6 B X 7 FL15279.36 Swing Doors: 1st Choice +67.0/-67.0 THERMA TRUCORP. FIBERGLASS DOOR GLAZED INSWING 2X BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3- TAPCONS MIN, 4" FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL 2nd Choice +67,0/-67.0 THERMA TRUCORP. FL20461.19 FIBERGLASS DOOR OUTSWING BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM 1 FL20461.2 TOP & BOTTOM OF INTERSECTIONS AND MIN. 16- O.C. THEREAFTER. TYPICAL ALL 4 SIDES Siding: 1st Choice +0/-146.3 The Tapco Group P 7" Staggered Shakes INSTALLAITON FABTERNERS ARE GALVANIZED STEEL ROOFING NAILS 1'/z" LONG WITH 1/8" DIA. SHANKS & 3/8" DIA. HEADS AT 10" O.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL FL20403.17 N.A. N.A. N.A. O SHALL BE BEYOND WALL DRESSING Windows: 1st Choice +401-50 MI WINDOWS 3540 SERIES Single Hu (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 SERIES 3540 S ERIES +50.0/-50.0 MI WINDOWS picture SUFFIEW LENGTH TO ACHIEVE 11W INCH MINIMUM EMBEDMENT FL18644.3 R3 IN WOOD SUBSTRATE, Mullions: 1st Choice Ivt-1926 MI WINDOWS Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CUP INTO CONCRETE FL 1B504 1 Mullion 3/16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 11k Horizontal 15804 2 M-1926 MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM EDGE DISTANCE Fixed Glass: 1st Choice / 50.0 +50.0WINDOWS US BLOCK 625 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR FL18644.3 R-3 WITH MIN. 1i4" 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 1 KAYCAN LTD 8" BEADED I SOLISOFFIT VINYL 11/2" NAILS 10" O.C. IN I DIRECTION OF SOFFIT LENC` TH FL16503.4 R-3 Hurricane Panels: HURRICANE STORM DIRECT MOUNT. TOP L/4"-20 46 PSF EXT 24" Ga. MALE PANELMATE W/ FL16293.1 Galvanized 1st Choice / " PANEL MFG. INC. U WINGNUTS AT 12ak" BOTTOM 4( PSF INT. Steel stone O.C.O.CN TOM /a 20 SIDEWALK Panels BOLT POWERS I have reviewed the above components of cladding and have approved their use in the structure. (Architect or Engineer of record) Name: Carl A. Brawn Certification Number: Fl. # 56126 _ Name: TODD M. BORN Certification Number: FI. # 82126 _ Name: Luis Pablo Torres Certification Number: FI. # 87864 in W L00nDO gig <G xc u m �=5 0 mAd OL p sBdT mN'Z W s a a s GiwnS `$kw Ogg'— a¢ g oc K "3�� Z `s 3�o €p5 � W'm 5m R m O l J er g LL n�7�alal 0D 4 g L) y H S In $ WEYW.FDSolle OM ❑ ❑ ❑ v Z to a Z C4 N z "' zm 9 CD 10 0 e Eli- -5 ¢ 9; U = Z o N (B �10 � w ro E a)v _„ O W o NL/)vc m i- w M w U C4 E :r W O ' m ? 0 ¢ d m t>Qlm m A DAMS HOMES a o FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 a t DIVISION LOCATION: PORT ST. LUCIE 9 Job Information: a '— o n/ N L.L fr2 0Go s z a)L0 0 LLJ rn CJ M m m Gi N cv 3 E 21 DO ¢ al 0 J W � � o 0 J (n U) 00 u y VI Model Name/ Number: 2330 LO Plan Issue Date: Friday, March 20, 2020 KA PROJECT NUMBER: 20-1838 rn Sheet: Of: S-5 MATERIAL REFERENCE INFO (PSL) MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH SELF -ADHERED FLASHING i-WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weather resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and O seal with tape 2 SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW WPM FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER C)N CHEMICAL COMPATIBILITY SELF -ADHERED -\ FLASHING \ _ FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE WOOD FRAME CONSTR. - EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN, WEATHER RESISITIVE BARRIER SEAL TOPS OF JOISTS UNDER DECKING SELF -ADHERED FLASHING (SEE DETAIL WP07) DO NOT BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING DECK PROTECTOR i SINGLE JOIST SELF -ADHERED FLASHING \HO.8362x;DECK JOIST SELF -ADHERED FLASHING CEMT. FINISH WINDOW HEAD _ SELF -ADHERED FLASHING NAILING FLANGE WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"•1"BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB V. USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"A' BEAD OF CONSTR. ADHESIVE TO F APPLIED UNDER THRESHOLD OF DOOR AND RETURN f✓/// UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING 1 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) WP04 SELF -ADHERED FLASHING DECK PROTECTOR DOUBLE JOIST O WP07 ERIOR AT. FIN. LDING PAPER )PE n : 12.0 in cm : 30.5 cm) E LATH LDING PAPER F-ADHERED FLASHING IDOW UNIT 0 LMIJ SELF-ADHERI 0 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER SELF -ADHERED FLASHING CEMT. FINISH WINDOW SILL RIM JOIST 2 WP02 INSTALL SELF- ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WPO i) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD 8 z WP05 1 SELF -ADHERED FLASHING PATCH FLASHING REQUIREMENTS R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall Include flashing as described In Section R703A, A wate 6reShFUve barrier la described as a material behind an exterior wall covering that is. Intended to resist liquid water that has penetrated behind the exterior SLOPE covering from further intruding Into the exterior wall assembly. An exterior wall covering is described as a material or 0.3 in: 12.0 in SELF -ADHERED FLASHING assembly of materials applied on the exterior side of exterior walls for the purpose of providing a weather -resistive (0.6 cm: 30.5 cm) barrier, insulation, or for aesthetics, Including but not limited to, veneers, siding, exterior insulation and finish systems, PRODUCTSDETAILS architectural trim and embellishments such as cornices, soffits, and fascias.SELF-ADHERED FLASHING R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 `EXTERIOR for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such 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 -Z �! ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 (51. man). Where joints occur, felt shall be lapped not less than 6 Inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. WIRE LATH R703.7.3 Water-reslative barriers shall be installed as required In Section R703.2 and, where applied over wood -based sheathing shall Include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Detail Instructions Grade D paper, The Individual layers shall be Installed independently such that each layer provides a separate in each detail that corresponds to the continuous plane and any flashing (Installed In accordance with Section R703A) Intended to drain to the water -resistive Refer to the number marked as ® BUILDING numbered items in the list of instructions below: barrier Is directed between the layers. 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 2. Install flashing and weather resistive barrier to form water shedding laps Or greater than that of 60-minute Grade D paper and Is separated from the stucco by an Intervening, substantially 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 embedded in the adhesive layer) - for ease of installation and to minimize SELF -ADHERED FLASHING s ■ e P O � water into the wall cavity or penetration of water to the building structural fanning components. Self -adhered membranes CEMT. FINISH SILL/ POTSHELF/CHIMNEY SHOULDER V\Y/ Scoring Cuts used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the 5. Remove all release paper per standard installation instructions and building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint adhere to substrate using a square piece of flashing material (6" x 6" expansion and contraction, ASTM C]281, AAMA 812, or other approved standard as appropriate for the type of sealant. f I RUBBERIZED ASPHALT Minimum) Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion resistant flashings shall be installed at the following locations: ADHESIVE 6. Fold as Shown by arrows FLASHING 7. Angle of comer 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 exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. tight to corner Mechanically attached flexible flashings shall cam 8. Mechanical fasten as necessary ply with efdAAMA 712. Flashing at exterior window and door openings SCORED Mechanically y shall be installed In accordance with one er more of the Tlowing; RELEASE PAPER 1.1 The fenestration manufacturer's installation and flashingInstructions or for , applications not addressed in the (BEFORE FOLDING, SCORE fenestration manufacturer's Instructions, In accordance with the flashingmanufacturer's Instructions. Where RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) flashing Instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall MECHANICALLY FASTEN AS Incorporate flashing or protection at the head and sides. NECESSARY IN CORNERS THROUGH SELF -ADHERED FLASHING 1.2. In accordance with the flashing design or method of a registered design professional. d-3. In accordance with other approved methods. 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or 2 FMA/AAMA/WDMA400. 2. At the intersection of chimneys or other masonry construction with frame or stucco walla, with projecting lips on both 5 sides under stucco copings. 4 3. Under and at the ends of masonry, wood or metal Copings and sills. s 4. Continuously above all projecting wood trim. »_ 7 S. Where exterior porches, decks or stairs attach to a wall or floor assembly of woodframe construction. SELF -ADHERED FLASHING 6. At wall and roof Intersections. W PO 6 INSIDE CORNER 7. At built-in gutters. A WINDOW UNIT )HERED FLASHING 2 4 5 Fw P O g ANG TO THE MASONRY OPENING (HEAD, JAMB, SILL) IN ACCORDANCE WITH TIHE MA FACTURER S RECOMMENDATIONS, BEFORE FWP09 INSTALLATION OF THE BUCK/RECEPTOR. WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING WIRE LATH BUILDING PAPER EXTERIOR CEMT. FIN. 3 WP11 SELF -ADHERED FLASHING CEMT. FINISH PARAPET WALL SLOPE 0.3 in :12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. WIRE LATH BUILDING PAPER 0 WP12 Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1st floor Note: The building paper and metal lath must be installed over the top of the weep screed. - 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance wfth ASTMC1063 Building Paper 7/16" O.S.B. sheathing Metal Flashing Unperforated Flange 7/8" Weep Screed Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing 7/8" Cement Plaster In accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 - Building Paper -7/16" O.S.B. sheathing Keep top edge of weep screed 2" below top of block - Vulcum cauk bottom joint only - Metal Flashing 3-1/2" Unperforated nge 718" Weep Screed 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Vulcum caulk for all 1/2" Cement Plaster Finish Block 2 1/2" Perforated ° Flange 1/2" Weep °. Screed Slab Install bottom edge of weep screed 1" below 7finishfloor OPTIONAL DETAIL SWEEP SCREED DETAIL SCALE: NOT TO SCALE •4\\ %i178yrr ,1 `.• • N'S C. gig` .>, ,� dJ •• v J BTSOA 0 N,{. p- wl .�9�•,, FL011 C�.\b.�,c 'lrttrrtrra9 -o li o NOaO F W gLO LooN co ° E, w .6.-J Za�Qa Z ZL1 O ~ �. Wrlig Qi.uhd O t] A Q IL a d- 0_ 2 �d o FL WNW.FDSMG.0= ❑ ❑ ❑ N M m Z o _N 10 ///e■■ Z N Q O Lc J ��I�MI i a u � W - Y n Z 6 c t/1 C9 � U v � •W •fJ W It; m E V d m rx O 15 '°° �v�1 O `'• E w o 0 too N U W O O c ado no DAMS HOMES s aw ° �m FLORIDA CONTRACTORS LICENSE NO. CRC1330146 v 3000 GULFEIREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE v Job Information: m r �o a }. A/ I�L� � o p 0 �z W � o Orl c> m 0 h 0 N N .O Q J W Z:)N O JmU)in ao Model Name / Number: 2330 � VI Plan Issue Date: u, Friday, March 20, 2020 KA PROJECT NUMBER: x 20-1838 � Sheet: W P Of: I WATER PROOF DETAILS 5" bath duct to roof cap w/fan 70 cfm 5" bath duct to roof cap w/fan—light 70 cfm 0 ,•t I aWF:,.M•,� 160 14x8 1wcd i • I � A I o L! 148 1wcd i 165 0--- 6 1Ox6 1wcd 135 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 5" bath duct to roof cap w/fan 70 cfm • .. • • 45 .. . • w f_ • r `ix • rag 14x8 1wcd 80 n r 6° 1Ox6 1wcd 50 a U ` 7�2 • a i .• •� • 4" dryer duct to roof cap w/dryer vent box TsTT~, ---------------- 5------------ 3.0 ton w/5kw ®24Ov 1phh 18x13 plen platform by bldr r 'Ml mA ,r 42X42 A/C SLAB BY BLDR MIN 2' FROM WALL v s 0 0 S S 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.