The URL can be used to link to this page

Home My WebLink AboutBuilding PlansTERMITE SPECIFICATIONS: 0TRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA INDEX OF DRAWINGS R318.1 CAST IN PLACE CONCRETE CODE CRITERIA v TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, SHT NO: TITLE BATTING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE 1. ALL CONCRETE SHALL HAVE A MINIMUM. COMPRESSI STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5" R 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 PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAIN 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENI 4ENT, S OF ALL AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. TOP BARS OF BEAMS. FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL FLORIDA FIRE PREVENTION CODE 6TH EDITION (2017) 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 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTI CORNERS OR 1Ih/2" OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. TO FORM U.N.O. FLORIDA BUILDING CODE ACCESSIBILITY 6TH EDITION (2017) NFPA 70-14, NATIONAL ELECTRICAL CODES (NEC. 2014) & 6TH FBCR Ch. 34,43 TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM. A-1 A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN PTO BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 31&14) AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON RADE BE MIN .75 LBS OF FIBER PER CUBIC YARD. SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301-10) 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHA BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM A615/ BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) NOTES. A615M GRADE 40 U.N.O. REINFORCING FOR FOOTING SHAL BE SUPPORTED ON PRECAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2015 EDITION 1. METHOD OF TREATMENT SHALL BE APPROVED. BY THE GOVERNING JURISDICTION 'BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT 2. PRESSURE TREATED LUMBER THAT. HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. REINFORCING SHALL BE POSITIVELY SUPPORTED BY USING ADDITIONAL CROSS -REINFORCING TIED TO EDTING LINTEL PLAN PAGE. 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORIN EPDXY, THEY MUST FIRST CONTACT THE ENGINEER 0 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADONGAS BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN EMPO ADH REC THESE Y STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY EINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON 1VE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT RD FOR WRITTEN APPROVAL. PREVALENT AREAS,. APPENDIX "F" OF THE FLORIDA BUILDING CODE SM. EDITION (2017) IS TO AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE WOOD FRAMED CONSTRUCTION MANUAL 2015 EDITION APA PLYWOOD DESIGN SPECIFICATION 2012 EDITION AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE/SET 7-10 ALUMINUM DESIGN. MANUAL- 2015 EDITION 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED W 3000 P.S.I. FOR THE CONCRETE STRENGTH. HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: EXTERIOR COVERING MASONRY WALL CONST. R703.7I. INSTAL EXTERIOR O PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C 926AND ASTM C 1063 AND THE PROVISIONS OF THIS CODE. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, STRENGTH OF 1900 PSI (f'm = 1500 PSI) 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM 3. COARSE GROUT SHALL CONFORM TO ASTM C476 WI C27a H A 4 GRADE N, TYPE 2, CONFORMING TO ASTM C90-014, WITH A MINIMUM NET COMPRESSIVE 12A. VIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS (A) GOVERNING MUNICIPAL AND. REGULATORY AGENCIES (6) LOCAL STATE AND FEDERAL BODIES DEFLECTION CRITERIA EXTERIOR WALL LATH ATTACH EMENT LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASO 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL I 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL WHICH EVER IS LESS. REINFORCING SHALL BE PLACE 6. REINFORCING STEEL SHALL BE LAPPED. PER DETAIL IN305 RY INSPECTIONS E AS E HEAD IN THE ON ARE REQUIRED DURING CONSTRUCTION. NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT, IN POSITION AT THE TOP AND. BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR 1OFT, CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. ROOF TRUSSES* ROOF RAFTERS ROOF RAFTERS (W/O CLG) FLOOR TRUSSES/ BEAMS ** LL/360 LL/180 LL/360 LL/360 TL/240 TL/120 TL/240 TL/240 COMMMENTS: WOVEN WIRE LATH SHALL BE ATTACHED TO WOOD SHEATHING WITH 1 J,/2" LONG, 11 GAGE NAILS HAVING A 7/16" HEAD. OR 7/8" LONG, 16 GAGE STAPLES, SPACED NOT MORE THAN 6 INCHES ON CENTER VERTICALLY AND HORIZONTALLY (REF. 201.7 FRC R703.7.1). 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF FLOOR FJOIST** * LL/480 TL/240 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. GROUT INTO CELLS BELOW. THE USE OF FELT PAPER 8. TEMPORARY BRACING .AND SHORING OF WALL TO PR 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACIN 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS It. CONSOLIDATE AND RECONSOLIDATE GROUT POURS P S A STOP VIDE 3 SHALL FOR ( ER CODE. IS PROHIBITED. STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR BE ABOVE AND BELOW ALL WALL OPENINGS. ) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. GROUT SHALL BE FLUSH WITH TOP OF WALL *TL.MAX 2" UP TO 4OFT SPAN ** TL MAX 3/4" *** TL MAX 1/2". GENERAL ROOF LOADING WOOD CONSTRUCTION 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 SHINGLE ROOF (PSF) METAL ROOF (PSF) TILE ROOF (PSF) HEAVY ROOF (PSF) 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, HEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLE TOP CHORD LL 20 20 20 20 PLANE AND ANY FLASHING INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE END BRACING) SHALL BE EITHER AS SPECIFIED IN P N OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL LAYERS. THE BARRIERS SHALL CONSIST OF ONE OF THE FOLLOWING. 1. TWO LAYERS OF AN APPROVED WATER RESISTANT BARRIER MATERIAL IN ACCORDANCE WITH R703.2 P R C LATH OVER AN APPROVED 2. ONE LAYER OF AN APPROVED WATER -RESISTIVE BARRIERPA E BA KED STUCCO ( ) SYNTHETIC HOUSE WRAP. SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTU 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDEI FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS FRAMING FOR DRY HE CONTRACTOR AT HAVE MEMBERS SHALL BE S.P.F. #2 USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND AND ARE TO BE DESIGNED AND DETAILED BY OTHERS HOLES IN THE CENTER OF THE STUD UP TO I" DIA. SHALL HAVE STUD PROTECTION TOP CHORD DL 7 7 15 25 BOTTOM CHORD LL* BOTTOM CHORD DL 0 10 0 10 0 10 0 10 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 SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PI_UMBINC 4. MANY OF THE NEW PRESSURE TREATED WOODS USE VERIFY THE TYPE OF WOOD TREATMENT AND TO SELE CBA-A OR CA$ REQUIRE HOT -DIPPED GALVANIZED OR LINES, HEMI TAP AI I ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. AILS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, ESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. TOTAL (PSF 37 37 45 55 BOTTOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE 20 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. 5. ALL EXPOSED WOODOR WOOD IN CONTACT WITH EA 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTAC WITHOUT WOODEN TOP PLATES. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PLTTE H ORICONCRETE WITH', NS. TO BE PRESSURE TREATED. CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS ATTICS W/ HEAVY STORAGE * ATTICS W/ NO STORAGE (NON -CONCURRENT) 50 10 • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING PARALLAM COLUMNS:.1.8E Fb = 2400 PSI MIC 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR MIN VALUES OLAM WALL U.N.O. (LVL) BEAMS: 2.OE Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP 1.7E Fb=2400 PSI MIN. 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 FLOOR LOADI N G • AT WALL AND ROOF INTERSECTIONS • AT BUILT-IN GUTTERS, ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR OR os6 FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED ( 24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. WALL SHEATHING: 7/16" STRUCTURAL I OSB EXPOSURE 1 OR 15/32' RATED OSB EXPOSURE 1 .GENERAL A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN NOT BE USED AS WEATHER RESISTANCE BARRIER UNI. PANELS ESS SPECIFIED. AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION, PER R604.3.15 SHEATHING SHALL TOP CHORD LL 40 (PSF) COMMMENTS: TOP CHORD DL 10 'PSF WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY 8 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 30Fr ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT :9 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA ® O (+) 27.6 (+) 27.6 10 (-) 29.9 (-) 37.0 (+) 26.5 - (+) 26.5 20 1-) 28.8 (-) 34.4 O @ 50 (+) 24.8. (+) 24.8 '� (•) 27.1 (•) 31.1 5)0 (+) 23.4 (+) 23.4 100 (-) 25.7 (-) 28.8 DIAGRAM GARAGE DOORS*SOFFIT 9'-0" x 7'-0" 16'-0" x T-0" (-) 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 WAN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. INDICATED PRESSURES CAN BE INTERPOLATED E POLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA, 3. S DE IGNATED AREAS WHERE H RE 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. ECEIVED 1 COVER SHEET APR 2'Z rn20 2 FLOOR PLAN 3 FOUNDATION PLAN Permitting Department St. . Lucie County 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 HVAC 5 5 3 ®,`o0ssi,3 trrrrs O o N" 87864 4 +t a �•: .t : m c S ' STAB OF 14/ a <C/ W n, 0 O N E - 6 dd.9 gtw � mg � w 10 iA ii it. yq{'0 i3 PRE ENGINEERED WOOD TRUSSES BOTTOM CHORD LL 0 (PSF) SEE FLOOR PLAN FOR ACTUAL PRESSURES tl W BOTTOM CHORD DL 5 (PSF) aIN vi 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER o =' a r STRUCTURAL PLAN z S.3 2 o 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS SPECIAL FLOOR LOADING ° a o -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. u €" e � IL 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO GAME ROOM 60 (PSF) COMMMENTS: 5 s a s 2 ` ¢ f a WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND (TOTAL DEAD LOAD. BALCONIES/ DECKS 40 (PSF) a @ p o -,+ o y 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. BALCONIES OVER 100SQ:FT 100 (PSF) 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OFTRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY LIGHT STORAGE 125 (PSF) n ¢ • Sa W THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. VPv, FoSENG CON 110 ❑ 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. LIBRARIES GROOMS 60 (PSF) 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES, READSTACK ROOMS 160 (PSF) - SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, 3 z r M AND PERMANENT BRACING AND/OR BRIDGING AS REQ IRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED GUARD RAIL 0 HAND RAILS (d) 200 (PSF) � z �. g AND SEALED BY FLORIDA REGISTERED STRUCTURAL NGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. GUARD RAILS IN FILL COMP. (f) 50 (PSF) $ , Z S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) 5 �: Q o SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 (PSF) - a a. STAIRS 40 (PSF) % _ UPLIFT CONNECTORS FOOT NOTES z 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED d.. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG T9 UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD f. BALUSOTRADE P. AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A w NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR M 03 p E MORE INFO. HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. -v o °gym GENERAL NOTES: BUILDER NOTICE: C Ln FIELD REPAIR NOTES �M 9 G U N � N i 1. MISSED ' J" BOLTS Po w E R WOOD BEARING WALLS MAY e� 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. tt Is the intent of Designer/Engineer listed In the titleblock of these w o 0 0 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 `_ v PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 3. CABINET MFRS..SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professlon$IS Clear information. Every attempt has been made to r m 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG #5 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error, The Builder and all subcontractors. are required to U THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENTEPDXY (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 � - 6THfDITION (2017) RESIDENTIAL. the commencement of any work. The Designer/Engineer are not .m ¢ ono PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY responsible for any plan errors, omissions,or misinterpretations c DURING BOND BEAM POUR. CONTROL OF CONSTRUCTION SITE: undetected and not reported to the Designer / Engineer prior to E DAMS Hlpry[ is 3. FOR MORTAR JOINTS LESS THAN 1/4', PROVIDE (1) AS VERT.' IN CONC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. constructionAll construction MUST be in accordance to the TO FOOTING). KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL .OF THE . 11 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAYBE SUBSTITUTED WITH (i) SIMPSON MTSM16 TWIST STRAP W/ (4) sA"x 2+A," TITENS TO CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND. SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE Information found in these documents. Any questions regarding the MASONRY AND (7}10d NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS Q information found in these plans should be directed to our Quality FLORIDA CONTRACTORS LICENSE NO. CRC1330146 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 HGAM 0 W/ (4) 1/4" x 1 1/2" SDS SCREWS AND (5)114" x 2 1/4" TITENS ONE EACH SIDE OF TRUSS. TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM,. TRESPASS, OR ANY OTHER will be con Manger r r lmbursemerTt . immediately. r/ nginee arges � 3000 GULFBREEZE PARKWAY will be considered for reimbursement by the Designer/Engineer PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED T0, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER " GULFBREEZE FLORIDA 32563 NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR 0 MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON. without advanced notification and approval by the w , MISSED, CONTACT THE FOR FOR SUBSTITUTION.Designer/Engineer. Payments will be made In accordance to the a terms of the agreement. 4 DIVISION LOCATION: 5. IF'MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STU D CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) 2 PORT ST. LUCI E 16d x 2-1/2" NAILS AND 5/8' ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENTAND MIN 3" EDGE DISTANCE. CONTACT VI Job Information: FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. m � MASTER REVISIONS LU DATE DESCRIPTION 0 jffjjDAMS HOMES Qa 7 c d ` N i 01 Of Northwest Florida®® E a M m ti LP 8 M 6- 0 ® O J LLJ N O J Im U) U) mVI Model Name / Number: 000 GMLFBREEZZE PARKWAY GULFBREEZEp FLOMDA O'302563 9 2010 RiC l-E6) VI Plan Issue Date: WW a Monday, January 20, 2020 CODE CQAiIPI. CE 9 V1 KA PROJECT NUMBER: MC)DEL 2010 ST. LUCIE COUNTY 20-0025 EWCC Of: COVER SHEET w --A� I BEARING WOOD WALL SCHEDULE - STUD CONNECTION & FASTENERS UMBER UPLIFT - TOP .BOTTOM MARK SPACING SPECIES CAP410 N0 BW1 16" (2) 16d TOENAILS (2)16d TOENAILS SPF UPLIFT BW2 16" SP2 W/ (6)--1Od STUD, (6) 10d PLATE SP1 W/ (6)-10d STUD, (4)10d PLATE SPF 402 BW3 16 2 SP2 W/ (6) 10d (2)SP1 W/ (6) 10 SPF B03 STUD 6 16d PLATE STUD, (4)J.Od PLATE NO BW4 16" (2)16d TOENAILS (2)16d TOENAILS SYP UPLIFT BWrJ SP2 W/(6}10d SP1 W/(6}10d 16" STUD, (6)10d PLATE STUD 4 10d PLP TE SYP 1 439 (2) SP2 W/ (6) 10d SP1 W/ (6}10d BW6 16" STUD, 6 _10d PLATE STUD, (4) 10d P TE SYP 878.. NO BW7 12" (2) 16d TOENAILS (2) 16d TOENAILS SPF UPLIFT BW8 SP2 W/ (6)-10d SP1 W/ (6}10d 12" STUD, (6) 10d PLATE STUD, (4)10d PLATE SPF H 535 (2) SP2W/ (6) 10d SP1 W/ (6)-10d BW9 12" ' STUD, 6) 10d PLATE STUD, (4).10dPL T£ SPF 1070 BW10 12' (2) 16d TOENAILS (2) 16d TOENAILS SYP 0 SP2 W/ (6}10d SP1 W/ (6}1od BW11 12" STUD, (6)10dPLATE STUD, (4).10d PLATE SYP 585 BW12 12" STUD, 6) 10d PLATE STUD, (4)10d PL TE SYP 1170 BW13 NOT USED TOP OF WALL .L OUBLE 2x TOP PLATE SEE PLAN M1 ASONRY WALL OR ICF WALL. SEE PLAN 2x STUDS PER DOUBLE 2x HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WFO9/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH EE MSC3/S 1 FOR NO UPLIFT CONNECTORS BRIG 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.8 ® 32 O.C. W/ 7' INFO EMBEDMENT OR 1/2" A.T.R. W/ SIMPSON SET W/ .. SW= SHEARWALL MIN. 7" EMBEDMENT PAST STEP DOWN. - i REQUIRES MIN ALT.: SIMPSON 1/2" TITEN HD @ 32" O.C. 7/16" OSB PLYW'D W/ SAME EMBEDMENT W/8d NAILS AT 4"oc SEE GENERAL NOTE #8 BRIG. WALL DETAIL IN FIELD AND EDGE. GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN 3, CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. SP4, SIPS AND SPS CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SP1 AND SP2 INDICATED IN SCHEDULE ABOVE 5. IF "BIN" 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 AN REQUIRES MIN. 7/16" OSB PLYWOOD W/ Sd NAILS AT 4" O.0 IN FIELD AND EDGE 0 (1) SIDE OF WALL 7. ALL 2x EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER AILING SCHEDULE ACTAS SHEARWALLS. SEE PLAN AND WALLS SECTIONS FOR STUD. SPACING AND GRADE S. IF THE BEARING WALL IS INDICATED WITH THE BW1, BW4, BW7, BW10 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 WALL SCHEDULE. 9. SP1/SP2-DRIVE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD, 10d= OA48" DIA. x 3" LONG BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS (2) - 2 x 8 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) OSS 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/ 7/1.6" CONNECTION: PROVIDE (2) OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BM BEAM TOGETHER USING SIMPSON HTS20 TO WOOD POST ROWS OF NAILS @ 122"" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 2 x 12 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) 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 11 1/4" LVL CONNECTION: PROVIDE (2) 2.0E Fb=2600 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) BM4 TOGETHER USING (2) ROWS HTS20 TO WOOD POST 1/4" x 3 1/2" SDS WOOD OR (2) SIMPSON HETA16 CMU OR (2) SCREWS @ 16" O.C. TYP. COL. U.N.O. ON ROOF PLAN. EACH SIDE. (2) -1 3/4" x 11 7/8".LVL 2.0E Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) MS TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 3 1/2" SDS WOOD SIMPSON NTS20 TO WOOD POST SCREWS 0 JL6" O.C. TYP. .. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. (2)-13/4x 16 LVL 2.0E Fb-2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M6 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. 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 H1 (2) - 2X6 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H2 (2) - 2X8 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET O(2) H3 - 2X10 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H4 (2) - 2XI12 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H5 (2)-13/4"X 11 114 ATTACH TOGETHER W/ (2) ROWS 1/4" X 31/2' LVL 2.OE 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.OE Fb=2600 PSI SDS WD SCREWS @ 15- O.C. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS & STUDS RECL 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" - W-W (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 LINO 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. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION GRADE REINF.. SEE PLAN 16" (2) #5 REBAR FM01T SINGLE= STORY FTG REINF. SEE PLAN F.F. (o 8" (1) #5 REBAR CONT. (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION 8" OPTIONAL CURB FOR F.F. VARIES MASONRY @ ELEV. V-0" • • �r •- - - - - - W/(1)-#5BAR CONT, :.•�:°•� REINS R ) W/ (3)R #520CONT OI' SEE PLAN ► , 16° (2) #5 REBAR BEARING 1/2" = 1'-0" FM02 SECTION @ GARAGE 1/2 r-o'• a FM03 I THICKENED EDGE I 1/2"=1'-D" (*) 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. FLR. I ALIGN DRIVE W/ BOTTOM OF RECESS & PITCH DRIVE '; 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 @ GAR. DOOR 2x BRG. WALL 2 STORY: 20" X 20" (SEE FLOOR PLAN W 3 - #5 CONT. FOR MORE INFORMATION) EE PLAN •,,.r-.-' 4" 16'" 4" 245 REBAR FM17. STEP DOWN BRG. 1/2 =V-O" SEE PLAN OPTIONAL CURB SLOPED GROUT c 0 `,`��T11111T 1/TAJ p ♦`�� LO TOsssfr o 0 87864 '. S ATE OFF C' m v " p" ,,7T o v a 0 c m " Egggg. O g g€+ F ao 00 88. T,e � xax € 0 n! FA 5 a d" a W w C4 Ell v a�n W� my m m O o6 W U s ,ES wWw.FDSFNc.coN ❑ 1111 OR MASONRY AT TO DRAIN 4"x 4"x 16" C 1- ems. SEE PLAN E (g m ELEV. 0'-0" WITH " CURB O cn 2 TYP. SEC. Z m (1) #5 BAR CONT. 1 1 (G.C. VERIFY) � �' Z M o Z REINF. c Q c �: • ° - _ + (SEE PLAN) d 2 #5 CONT. a 3 INSTALL LINING - - s 2 #5 BENT BARS W •'k: W U / MATERIALS PER f •*' w w - MIN. 25" LAP SPLICE ` z Q p'yrr. _ O y .a FBGR P2709.2 - � 5 � G 8 0 MUDDED FLR. ° 16"° _ SLOPED TO DRAINF- ♦ #5 CONT, 2 - H FM14 SECTION @RECESS SHOWER 1/2"=r-0 FM18 TYP. STEP FfG. DETAIL 1/2"=1'-0 v O M m Ln 92 ALTERNATE; o V a m w O N o THE REINF. BARS SHALL BE GRADE - REINF 0 O q . SEE PLAN c d #5 CONT REINF 1. CONTINUOUS AROUND CORNER BY COLD BENDING THE BAR WITH SEE FND. FOR @ U. rAj,,r MIN. BAR LAP OF 25" QUANTITY Q g #5 X 25" X 25" o r • CORNER BAR ONE FOR EA. HORIZ. ® DAMS HOMItS REBAR, TYP. U.N.O. •O (2) #5 REBAR = 16" FLORIDA CONTRACTORS UCENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY A/C PVC SLEEVE 2 STORY: 20" X 10" GULFBREEZE FLORIDA 32563 THRU FOOTING WA3)-#5CONT. m r " DIVISION LOCATION: FM19 TYP. CORNER BAR DETAIL 1a/2"=r-0" FM23 TYP. FIND PENETRATION i/2"=1'-0" PORT ST. LUCIE STEMWALL SCHEDULE STEMWALL FOOTING DIMENSION MAXIMUM F.C. SPACING (D.C.) d 1 STORY d 2 STORY b 1 STORY b 2 STORY HEIGHT (h) NUMBER/SIZE OF BARS LAT. IN STEM WALL 0'-0"-2'-0" 8" 10" 16" 20" W/ (2) #5 BARS <674# 6•.8^ >2'-0"-3'-4" SO" 10" 20" 24" W/ (3) #5 BARS 6744 >3'4"-4'0" 12" 12" 32^ 32" W/(4)#5 BARS S45# 4'-0" W/ (& 5) #5 BAR S CONT. >4'-0" - 5'-4" 18" 16" 48" 48" #5 18" O.C. TRANSV. 1162# 2'.8" SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL j n SEE CHART ABV. AMA. F.C. " SPACING (O.C.) W.W.M. TO BE TIED TO #5 CONT. REBAR (1) #5 HORIZ. CONT. TIED TO EA. VERTICAL REINF. BAR #4 TURN BAR ® STEM WALLS GREATER THAN 4'-0" (1)#5 HORIZ. CONT. TIED TO EA. VERTICAL REINF, B n RN GRADE-S" MIN. _ i TO TOP OF STRIP FTG. - COMPACTED CLEAN FILL IN MAX 12" LIFTS STRIP Fro. W/ QTY OF 3"MIN, COVER d REINF. PER SCHEDULE (3 SHOWN) FMASW I STEM WALL SCHEDULE v m VI Jab information: � ayi a J N i� 0 � �o � s S. z CN c07 1 ELUa m o o NOTES: s M "' L0 T' � m 0. 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL °' U m M INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM e O J LJJ = a o SPACING STATED IN SCHEDULE J ♦n vi rA CN u- v 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND 0 v Model Name / Number: -VERT. F.C. Aev. PDN. WALL WHEN STEM WALL EXCEEDS 4'-0" FlBERMESH CAN NOT BE USED AND a PER PLAN SPACING #4 TURN BARS ARE REQUIRED @ EACH FILLED CELL LOCATION. EACH BAR TO 2010 - EE NOTE TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM 3,IFSTEM IS REQ'D TO BE #9 HIGHER CONTACT ENGINEER OF RECORD PRIOR TO CONSTRUCTION FOR MORE INFORMATION Plan Issue Date: " 4. G.C. TO PROVIDE ADE�QQUATE BRACING OF STEM WALL WHEN UNEVEN BACK *1 " FILLING IS TAKING PA E y C. 5. #5 HORIZONTAL CORNIER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK @ 16" Monday, January 20, 2020 h " '10. D.C. VERTICAL. GROQftD SOLID WHEN STEM WALL IS GREATER THAN 4'-0" TALL (TYPICAL ALL CORNERS) vg KA PROJECT NUMBER: 'r 6. IFSTEMWALL IS WITH IN 5'4" OF POOL OR WATER FEATURE FOUNDATIONS 7i TO BE A MINIMUM IV; BELOW BOTTOM OF POOL OR WATER FEATURE. x 20'0025 + SEE NOTE 5 7. ALL STEM WALLS. GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. �, b S. R.403.1.4 MINIMUN QCPTH: ALL EXTERIOR FOOTINGS (BOTTOM) SHALL BE Sheet: I� d Of: PLACED AT LEAST 12" BELOW THE UNDISTURBED GROUND SURFACE. o N 1 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL q VK . . ARR SaowrL D TAILS NTS 1 LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING S.F. LIVING = 2,010 x 3 = 6030 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1.000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 200 GEN LIGHT'G & RECEPT. + APP. CIR. = 34,580 SUBTRACT 100% OF FIRST 10,000 -10,D00 A= 24,580 HVAC CIRCUITS A/C( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP) 10,000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS 0 100% = 10,000 + 40% OF 'A" = (.40 x 24,580) = 9,832 + 100% OF "B" = (20,000) = 20,000 TOTAL WATTAGE = 39,832 WATTS DIVIDED BY 240 =AMPS CALCULATED SERVICE AMPS = 166 200 AMP PANEL PROVIDED ASSUMED EDGE OF WALL M In 2x6 WALL (FLOOR TO CEILING) 2,$" USE 2 RED HEADS TO ANCHOR WALL FM24.1 ALTERNATIVE PROTECTION BARRIER N.T ------- ------ INSTALL FAN P,BOX PREWIRE WI�PP GFI I STAL<hFAN B X PREWIRE�t...l / FOR D/W \ \� GFI ------- `�" ATTIC ELECTRIC T \ , IF REQ'D BY CODE I I SA n FAN PREWIRE/ ® IGFI `\ FOR HOOD I GFI / I 1 GFI 1228 G� a CM ==5= i - ----- ----_El ---------- __(P___.— 220 INSTALL FANS _ BOX PREWIRE 11......I1 41 G WP M FI ` GFI r _ DISCONNECT 0 220 I I F O GFI I / i F 042"I I I ' — J I B W.H. 220 @ GFI , , WP , I ` GFI ( Ai7(0 �LECTRfG`) IF REQ'D BY CODE "------- NOTE / _ ON OF METER AND PANEL BOX ' I TO B BY BUILDER. IF NO GARAGE SERVICE ' DOOR IS PROVIDED A DISCONNECT F BE ADDED AT METER LOCATION. NOTE: w U LU KEEP COACE L } LITES OUT / OF BANDING, QUOINS, AND w W a jti / I ROUND COLpMNS WHEN w LU Y / GFI POSSIBLE. REFER TO ELEVATION @ 42' FOR TRIM. GFI.' FOR GARAGE DOOR OPENER , I i — — — — — — — — — -J COACH LIGHT COACH LIGHT. Al Ill , ACCESS ;ITI �I , l 0 INSTALL FAN 6-d BOX PREWIRE J� ELECTRICAL PLAN "A" SCAT E: 1/4" = 1'-0" ELECTRICAL NOTES. UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND 6th EDITION FBCR, ELECTRICAL CHAPTER 34 THRU 43, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FEIC R314.1 AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCis (ARC FAULT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT IN ALL DWELLING UNIT PER 6th EDITION FBC-R E3902.16 ALL 15 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. S. COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE PERMITTED IF EACH MEETS THE APPLICABLE UL STANDARD. 9. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 10. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 11. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 12. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2017 THAT HAS A MINIMUM SOUND PRESSURE RATING OF 85 dBA AT 10 FEET, AND EITHER HARDWIRED OR OF THE PLUG-IN TYPE, THE EXIT ALARM SHALL PRODUCE A CONTINUOUS AUDIBLE WARNING WHEN THE DOOR OR WINDOW ARE OPENED. 13. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' IF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES GUTLESTS 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 1.2" FOR STRAIGHT COUNTER TOPS AND 18' FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. PER 61h EDITION FBC-R E3902.6 14. IN ALL AREAS SPECIFIED IN N.E.C. 210.52 AND IN 6th EDITION FBCR E3901, ALL 125 VOLT, 15 AND 20 AMPERE RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. PER 6th EDITION FBCR E4002:14 AND NEC 406.12(A) 15. RECEPTACLE OUTLET IN GARAGE FOR GARAGE DOOR OPENER TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI). 16. ALL PERMANENT INTERIOR AND EXTERIOR LIGHT FIXTURES TO BE 10096 CFL BULBS ELECTRICAL LEGEND SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH 0 SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH % FLOOD LIGHT 14 FOUR-WAY SWITCH `/ ) $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE �—Q— TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE a CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET y y GROUND FAULT INTERRUPT U) Lu '2 DOOR BELL CHIMES WP WATER PROOF W/ GROUND FAULT 0 220 VOLT OUTLET O— DOOR BELL ® SPECIAL SERVICES OUTLET DI0 DISPOSAL TV� T.V. CABLE OUTLET L DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING 1 ❑ JUNCTION BOX WATER PROOF RECESSED LIGHTING O THERMOSTAT BATH FAN O LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT I C INTERCOM SYSTEM ® L.E.D. DISC LIGHT ® GARAGE DOOR PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY.FINAL AMPS NEEDED�I SAME AS UNDERGROUND WITH ELECTRICAL CONTRACTOR 200 AMP SERVICE 200 = 2/0 COPPER OR VD ALUMN. IN T' CONDUIT METERtv MAIN A/C DISCONNECT UNDERGROUND SERVICE BY POWER COMPANY14 COPPER TO LIGHTS AND OUTLETS 12 COPPER TO APPLIANCES AND GFI 10 COPPER TO WATER HEATER 8 COPPER TO RANGE INITERSYSTEM 8 TO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD W/ MIN. 8' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. �:l M11It 11 F g a pp � mpo t83� ��meiZ m W�SroR a ix 5Jl2g� o 9LLd a a cl:x ' xa�g� � O ¢ a R z m m s@$�lm3 E 2:�g$;� I OT, z s o Ln 'jai3 -1 IL m ❑ ❑ ❑ MMM'.FDSENG.COM U M — N a z " Z a¢ 1 a — Y n O — w o N c m Ln = ro � I �i c a�o "OM FLORIDA CONTRACTORS LICENSE NO. CRC1390146 v 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32663 DIVISION LOCATION: z PORT ST. LUCIE Jab Information: N (n o 3 ` � N ro NO w m Of 9 O !6 a g a , 00 LU i > 0) N o ti O m O V Cr) L' C m N 0 0 -J W� N a /y'� LL J W V/ V) LLi ,n mModel Name / Number: 2010 ro � Plan Issue Date: Monday, January 20, 2020 $ KA PROJECT NUMBER: 20-0025 s Sheet: /� Of: o 4 N OFF RIDGE VENT VENTILATION CALCULATION Formula = SF / 300 / 2 * 144 = net sq Inches of venting needed equally for intake and exhaust I J TOP OF BLOCK W'DOW HD HGT 0 a0 m FIN. FLR. _ _ TOP OF BLOCK LITE TEXTURED DECORATIVE CEMENTITIOUS COATING OFF RIDGE VENT ,she 12 6 9 WON 25 SH OFF RIDGE VENT LEFT ELEVATION SCALE: 1/4" = 1'-0" P OF BLOCK 0 bo FIN. FUR_ OF4 RIDGE VENT Soffit product provides 4.12 net sq in / sf Ridge vent provides 18.00 net sq in / if Off ridge vent provides 138.00 net sq in / sf Overhang distance 1.33 ft S.F. of Area to be vented (SF) 2770 s.f. Total needed for exhaust for upper 1/3 665 netsginches -. Total needed for intake (soffit area, lower) 665 netsq inches Number of Off Ridge Vents for upper 1/3 needed 5 L.F. of Ridge Vent needed (canoe used in combo with ORV) 37 Lineal Feet of Soffit needed to meet required 121 Lineal Feet of Soffit provided by tan 226 TOP OF W DOW HEAD HGT LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 32/2 SH FIN. FLR. _Fill. FLR. LITE TEXTURED DECORATIVE CEMENTITIOUS COATING _ _ W`DOW lig ND HGT _ ■ FIN. FLR. _ _ 25 SH ❑ ❑ ao fD DBL 25 SH _ DEL 25 SH 2668 DOOR 10" KEYSTONE ®ET. REAR ELEVATION SCALE: 1/4"=1'-O" 6" RAISED BAN 35 SH BOW TOP 3068 S.C. 16'x7' 32 PANEL W/ KICK PLATE OVERHEAD DR. 42" HIGH HANDRAIL W/ SPINDELS SPACED 4"CLEAR SPACED MAX RIGHT ELEVATION SCALE: 1/4" = 1'-O" DBL. 25 SH 35 SH BOW TOP LITE TEXTURED DECORATIVE CEMEWMOUS.COATING FRONT ELEVATION "All SCALE: 1/4"=1'-0" w Jcq �. 1, 7564 N 0 .#: N o O 3 iY cq w 8g c M o 0 W ua c V -sma08+jlgWWz aw a.¢ zZ2aanma.�LL IL to -'�'= U OH J v E; www.m5wo.com ❑ ❑ ❑ LD U;M v Z o z C] YzW a c 3 0 x � z a w tJ1 � 2 � n � wF y E o S � c m w w O p00 , o ®� — t5W t Ix �p a� DAMS HOMICS �Il�lglll� N FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 a LOCATION: 2 _DIVISION PORT ST. LUCIE u YJ Job Information: ep Vl 4i y vi NO LL1 N m a 0 � � 6 C a Za v GV L] L > FRS N '--'ii° M U d l� a i M 8. 61 J m m f» N a Q LU =) N to o J m (/) (n u; a ModeLName /.Number: y 2010 vI Plan Issue Date: Monday, January 20, 2020 9 WV KA PROJECT NUMBER: 20-0025 r Sheet: Of: g ELEVATIONS - A ■ ILE Cu" ** ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED(32/16 IS THE SPAN RATING. THE SHEATHING 20'-0* MAX 20'-0" MAX LTHICKNESS IS 15/32".) IF 15/32" IS SEE DET. TB03 USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIPS CTIONS G.C. TO PR( BLOCKING - W/ APA RE( FOR SPAN F 7/16- OSS SEE"HIP/R BLOCKING" O w a EQ. W 0 v CONTINUOUS; BOTTOM CHORD BRACING 2 X 4 MIN. SEE DETAIL TB04- "X" BRACE SEE o (VIDE DETAILTBO1 -0 COMPLY " o IOMENDATIONS _ 'ATING OF _ _ `y o IDGE DETAIL Q 4 O aH Z O W s _ J � m Q Q O O e-1 6 � � 4 tl EQ. il TOP & BOTTOM CHORD GABLE END BRACING CA 4'-0' O.C, MAX. FOR FIRST (4) ROWS OF TRUSSES NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TB05 I REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN N7S 4 Fr. _ ----------------------------- 4 Fr. 3' 1 / I 1 A O - , 1 5 4 Fr FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 5 Ff. 4 Fr. 0 I ' -------- V \ I ' � I nnII `VxO O`x I I 4 Fr. - - 4 Fr. O O 4 FT. ROOF NAILING ZONE DIAGRAM O NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL ' ROOF NAILING SCHEDULE: O NAIL AT TOP PLATE TWO ROWS@4"O.C.W/BdCOMMONNAJL NAIL OPENING PERIMETER @3"O.C.Wild COMMON NAIL NAILING ZONES (SHINGLE AND TILE) ZONE 1: 8d RING SHANK NAILS @ 5' O C. ON EDGE AND 6" O.0 IN FIELD O NAIL INT-AT 3" C-C. W/ 8d COMMON NAIL ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD O STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE I Od RING W/Sd COMMON NAIL SHANK. NAILS) O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER NOTE W/ 8d COMMON NAILS @ 4" O.C. GO7/16" 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @VERTICAL OSB MIN. (SHINGLES) SPAN RATED 24116 "OR ROOF SHEATHING: APA RATED EXPOSURE 1) 1/2" PLYWOOD (TILE) MEMBER IF GABLE END M NOTE; 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2" DO NOT OVERDRIVE NAILS: FASTENERS SRALL NOT PENETRATE SURFACE SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAIUNG SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO MORE THAN 1/W. 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 13/4' STAPLES & 2" O.C. ON EDGE & 4" O.C. IN FIELD. FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8" 15/32" 03B (2)- 2x TOP PLATE 15/32" OSB EXPOSUREI EXPOSURE 1 BEYOND SHEATHING SHEATHING II II II H II II II SOLID2x II I I I II II II I BLOCKING @ ALL � LU II II III I I II II 11 1 SHEATHING H tl 11 III III II II II I EDGES(SEE jin SECTION X-X) N II it III III II II PROVIDE I II III OPENING II II I BLOCKING AS II II UI --jr I - I w = REQUIRED PER _ X-X IF I I I III I I I II -o. 0 SECTION NOT FULL HEIGHT SHEET C II II III I I II II I] I I I III I I II II I I I w p LL O n-- Ir II II IIII II 2x STUDS OC^p IIII II II II =� } If `II 11 III1 11 II BEYOND. w C O p III 11 11 II I SEE PLAN py ON67Li. EE III II H Jill 11 If ir I K Do Lu 00 I@ LOOR SYSTEN fill I I I I IIII 11 11 II I u y lei I W LL SHEATHING Zx RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM i SINGLE NAIL EDGE SPACING 1/2" % 2w4 P.T. BASE -14J PLATE BEYOND HORIZONTAL SEE PLAN WALL ELEVATION DIAGRAM "S" = NAIL SPACING 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. ALTERNATING STAGGERED BLOCKING SECTION X-X 'CONTRACTOR TO INSTALL EITHER HORIZONTAL OR VERTICAL BLOCKING AS SHOWN, BOTH ARE ADEQUATE 'B13 WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES I N'T TYP. U CONN .., aw,u .. , - .. `I '.: ,, L•`4 , ";Y. 1. 1,I ,' e - 1 2" (9) 10d x 1 '.ADh-A09, LJMJR, +,16$4 #OC1kY,5S HETA15/HET41 jrH�' 1810#/181D#/1340# (9)10dx1 (18) lOdx 1-1/2' Willi r859 #rr less "HETA16 /H1Q/1,, 1810#/1340# (9)10d z1-1/2 (18)10d X11/2 ., .. , . I' 'AlS ' "i./ R .+, 7,T if D(IE55 (1)HETA16 f (2)H1'S20 20359 /2900# (10) 10d a 1 1/2 , ,, ,.,,.,` (48)10dx1-1/2 A16 SUPPORT COLUMN '-R,I'5712#urtl;ss t. e OTT2Z ' . , :`, .. 2145# ;'SDSSCRE4VS. (8) 1/4,x 1-1/2" .'. LD5 . ) L ., A O# r � 96 0 143s s H1DA H10A / 13 0# 1340# 4 / (18) 10d x 1-1/2" 18 10d x 1-1/2" ,. WG. L7 It, =1851 k of 4E9S. '(2}NI7512) (2)MT312 (zs).10dx 1 1/z , (28) 10d x 1-1/2 r SIMPSON - CONNECTORS MARK TYPE CONNECTOR 8 FASTENE OFRAMETO NETA16 W (S)IOdx II/2' MASONRY HETA20 W (9)IOdx 1 1/ OFRAM H'2.6AW(10)WNAL9 FRAME TO H10Aw111S)10dx1 to © FRAME HIb42WUS)I0dxl 11TAT2PL� FRAMETO MTS121lO4)10dxIIA"(ATEX O FRAME LOCATIGNINCL40E(3)121TC1 y, C3 C5 24" O SPA 0 ING 24" SP ING o < C3 C5 C1 C1 E7 E7 E7 7-0-0 7-o-0 E7 00 `ID E7 E7 L) _ in > E7 E7 E7 E7 E7 E7 W > E7 E7 E7 E7 E7 E7 E7 O a0 A q E7 E7 E7 E7 E7 E7 C5 C3 E7 E7 2 E7 C1 D03 ODD SPACE C5IN y� s'-o^ LG C3 L M y�, C1 u.N.o. r9P. HIP CORNERS TRUSS LAYOUT "'A" SCALE: 1/4" = 1'-0" D03 8'-0" CLG D03 CD D03 D03 t'4 D03rYP. D02 D01 C5 C3 LH 4 I" C5 C3 C1�( C1 ©FRAME TO MASONRY 6 FRAME TO NiascW w OFRAMETO MASONRY FRAME TO ©2 MASONRY' FRAME FRAMETO O MASONRY/ HEDULE USP- CONNECTOR SCHEDULE SPF SYP CONNECTORBFABTENF0R8 SPF SNP 1410 Nil'AI & W (iW 10tl x 11Q' UR 1585 18]0 H MS1(10)I0dx11/T 6T BM RTTA W (1018d NAILS 515 No I'M 1040 RTftAwj17Y04 x 1 I2 8M lam7UBBE8 i30 1050 R716.2,406)10dx11/7'AT2PLYTRUSSES 835 1060 RK1R 880 H80 MYW12 W114)1M x1 17(AT EXTERIOR 1196 UL31 LOCATION INCLUDE 3)121 TOENAILS)local 4. W12" Mac 3965 MUGT1&W12B11 M NABS AND WIF AT.RW 333D 4/95 FOXY iT EMSEDMENRW 91MP90N'SEP EPDXY 'RID" 1SW0 i910 HTW2oap4)l0ds 11/2•IAT EXTERIOR 1289 I= IALB LOGATN)N INCLUOE(3)12d TOENA96 ALL9"Ro220U HTIM INaOAIRIOR LUM()I S(FA) 2570 30M )A LOATION 0TOEN A.T.R. HUGT2W(I(SIOd NAILSAD(2)5M" A.T.R. "SET, 10090 W 13• EMBEDMENT W MMPSO -. 7030 9790 EPDXY (HIJ(TT3 FO R "LY) cRewb 3400 4T15 RFUBW(1nws3w000acREYJe AND 71M ISOLTS (4)rb"x6'WEDGEL80LT 1760 2030 8500{M 406D-M LUCM lad SINNERS &193) 3100.10 31004 e04NF S770-F l x3PWEWD53Eeq.TOMYTRUSS) MMO.F "20-1 E (EA) OR(9n 1Bd SNKER6 FOR FRAME (EA) 110M 188) 4730M 0570-M (2) LUGT3 W (24) W x21A• W336 SCREWS,&(4)3A"%r WD(2PLYTR1=) S4SDM ]0504 E(FA) WAIF mB OR(SM104MNKFRSFORFRAME(EEN & 7710.1 101101 G"2M0 HO0.t0 CPT NDl1MF w/12011ea6(10110tl cCBOa Q MA9gNRY/ (12)4/4'%2314'TREN(TOMAS.) LWMO U#1135 (in 114'x23/4'TAPOONS (TOMP6) 6#1090 UMBSB FRAME OR(12) IN 4(6) IM(FOIR FRAME) $YRF SYPW OR(121 lad &(6) 1 M(FOR FRAME) SYPF SYP-N MWETOMO 02) HETAI60PTt2I HETA0 1920 100 (n HTA1a OPT(2) HA20 MASONRY 1-0LYw/(1011?OR 236 2365 i-PLY10xI12M 2114730 0 2PLV.(12)1M 2.FLYWI1n t& HTSMlOwl(e1100WJLSAND(4)114'X21/4' WIN 1110 HTWM18w118)10JNA(LSAND(4111Px13/4" 1145 1Y28 TO TA l2ONS WEDOE-SOLT OFRAME MASONRY OR HTSMM W(10)1M NAILS AM(4)1/4121H" No 1110 OR HTWM20 W(1oil Od NA68 AND (4) Wxt W4" TAP'CON9 WEWE-BOLT 1146 ITN OFRAME P TO H10a V(6)Mx1 I2 NAILS AND (2) 3W.' 730 S10 MA9014HY TITAN HO FRAMETO OTT2ZW[e)iH"x11/T 908 WOOD DTS-TZW(M'U4"ill/SWS15M0D O MABORRY 90REWSAND(I)iZOA.T.R.EPDXIEDW JW Z45 SCREWSAOD (1)1/IB AT,R EPO%IEDW 1510 1035 MMPWN%S EENOTEN SIMPSON"SET' SEENOTEN FRAMETO HITS W(26)iBd X21A'NAIL9 AJD IH NB"0 HTT46W(I)iMX11/TNAL9AND(N O MASONRY AT.R. EPUIED.1 BIMPSOI4%ET' 4375 5080 518"S AT.0. L90XIEDW MNPeIXJ'SET - 5005 SEE NOTE N BELO SEE MIEN SP'LO FRAME TO HTT4 W 09) 16d X2 IQ" NAILS AND IH BAIT' S HTT45 W (I S) 161 a 157 NAILSAlD nI ® MASONRY ATR. EPDXIED w1 SIMPSON'SET' 3140 42U VS"S A.T.R. EPDXIED w/MMPSON"SET' 41H (WE NOTEN BELOW). BFEHOTeftm O O FRME O Ht08V(24) l0dxl 12 NAILS M910 LUWI W(M)Mx111T NAILS E6 1M6 O. FRAME TO HM9KT W(4)1MM 1/r SIDS MOD BT16M W(9) 1M x 1117 HAILS & MASONRY wwwa&(5)iN"%2lie TAPCONS �0 780 (4) 1N• x I W' TAPWINS IM IS95 FRAME TO VGTW(16)1/4'V' SDSMODSOREW68 O MASONRY (1)61B"S A.T.R. EPDXIED W 3MP90N'SEi" MI5 4910 W Ir MIK EMBEE MENT FASONRY ( S(2)WS2ATP O MASONRY EFOAMWIDNN.PSON 6i70 71M 'SET'wIIZ'MIN.EMBEDMENT O FRA VGT S WO W 00)1/4'xr SDOD SOWEWS& HDW-S0825 W(to) IH'M in" am Wow SRNs 4565 MUW15 W(22) IN NAILS&HTT45 W(18) 41M FRAME AME SCREW83(UW'0A.T.R iM N41LSb10 SAPSA.T.R Y (D FRAMETO Q)HTTB w/(Bn 10d"X21/C NAILS& `' (2)NTT46W(6n10d 12NAU; SM5 FRAME (1)518.0A.T.R(SEE NOTE") '�5 &(I) WO AT.R.(SEE NOTE") 1 CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALLS/BEAMS w/0 lad TOENAILS. 2. AL TRUSS TO TRUSS CONNECTIONS ARE PROVIDED BY TRUSS MANUFACTURER, LAOON PUN. 3. 1G MAY USE EITHER SMPSON OR LISP CONNECTIONS, SEE FRAMING PLAN FOR CONNECTOR CA.LOUT. 4. FOR SINGLE PLY TRUSSES. SCAB ON FULL HEIGHT SYP#1 ZWTO TRUSS VERTICAL WEB W(2) ROWS OF IM NAILS 93"O.C. STAG1:EPED 5. WNNUMAT.REMSEDMEW:e-EMBEDMENTFOSVIA.T.R. CEMBEDMENT TOR&FA.T.R.S' EMBEDMENT FOR 7111'A:T.R. OF AT STEP, DEPTH IS FROM LOWER SLAB). STA& SCA GEWD.CENTER CONNECTOR MATCHCN AS DENSER 3IZE)w/(n ROW91M W4'FROM ENOB 4`O.C. MUCHA POSSIBLE. AT CONNECTOR LOCATION AS MUCH A9 POSSIBLE. 1. 1. CONNECTON FOR ALL ROOFIFLOOR TRUSSIESTO MASONRY WALL9/1-INTELS/ Hx WA.L9 UNO ON PLAN 2. CONNECNON AT 24' OR Sr 04. PENMNG VERTICALS FOR ALL FLOW TRUSSES PAFRAlEL TO MASONRY WALLSSEEOETAL J MOREINFON A CONNECTION TOP ALL HIPJACK (CORNER JAOIK)7O MASONRY WALLSIICF WALIBAINTELS 0. CONNECTION FCR A.LCONi1NUGl18 RIM BOARD TO TOPOF MABOARYAOMAX.W(2)AT EACH COPNER.O.C. TO VERIFY LOGTIgN DOE9 NOT CONFLICT w?J11IFAPPIICABLCASIL E) LAYOUT 5. CONNEci ALL FLOORTRUS6E6 TOINTERIOR BEARING WOW WALIBEnm6 W/R112tl TONNES O MIWMALCONNEC UNOONFRAMINGPLAIR t. CONNIM71ONFORJACKTRISPOSTOMWAALLORaPAIM © MINIMALCONNECTORUNOONFHAMINGPLAN t CONWCMONFORA MIBSEBTOIWMMLEXTEMMR RING WOW WALLSAIMORBEMIS ROOF FRAMING NOTES -1, SHINGLE ROOFING SYSTEM OVER MIN. 7/16" OSS 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" DEB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES, ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2X4 #2 SYP WITH (3)10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH Sd NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R805.1.1 - - - - NOTE TO FRAMER --- IF ROOF TRUSS LAYOUT SHOWS TRUSS IO'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT DESIGNER OR ARCHITECT TO USE IS / E FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS. FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FOS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 k f' TYP.ROOF O.H. 0� METAL DRIP EDGE C.M.U. OR WALL _ 2 x SUB -FASCIA SECTION SEE WALL - ALUM FASCIA ON IIE 2x4 P.T. FASTEN TO C.M.U.w/ 1 1/2" LONG T-NAILS @ 2'LO" O.C. - SECUREJ-CHANNEL 912" O.C. CONTINUOUS VINYL ©G.C. SHALL VERIFY SOFFIT MATERIAL @APACITY TO RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING WIND PRESSURE TYPICAL SOFFIT SUPPORT DETAIL 3/4"=1'-0" A.0. .1o6s yv��S,y�GENg O ". No 678 '• ;TAOF WWW.R)SFNG.COM CO m Z 2 z0) Q� Z M (NI 4 11 :. a Yppp z O %u n% w H 0 00 H- (B U LD N F w00o V Nov triaiX � �o Q momIm 0 FLORIDA CONTRACTORS UCENSE NO- CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 S � DIVISION LOCATION: PORT ST. LUCIE VI Job Information: W in c a (y W L m cc o o i O C m '>3 � Y �zN ELU a v m P2 (` 0 M . (l- LOL UDO U S z .n 00 mma T Q J EDZ:) � o JmC%ivi (n L0 L. ♦ Model Name / Number: 2010 ♦ -Plan Issue Date: Monday, January 20, 2020 So ♦ KA PROJECT NUMBER: 20-0025 Y T�4 Sheet: Of: �D o ROOF PLAN A FILE COP _L LINTEL SCHEDULE LINTEL BEAM: 1 COURSE LINTEL BLOCK W/ 1 # 5 BAR & 3000 PSI GROUT, MIN. 25" LAP (ACI 530) NON-SHEARWALL SEGMENT TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. FILL BILK. CELLS WITH 3000 P.S.I. GROUT ONE #5 @ LOCATIONS SHOWN ON THE FOUNDATION CONC. SLAB SEE PLAN AND FLOOR PLAN. FOUNDATION PLAN MIN. LAP 25" (ACI 53D) FOR MORE INFO -- Y TOP OF SLAB I MS021 TYPICAL SHEAR WALL SECTION I N.T.S. I TYP. TIE BEAM W/3000 P.S.I. CONC. W/1 #5 REBAR CONT. SIMPSON SP4 W/(6) - told X 11/2 //-SP6 OR SP8 FOR 2x6 AND 2x8 WALLS PLATE STANDARD HOOKS SEE MS05 FOR MORE INFO TYP. FILLED CELL W/3000 P.S.I. CONIC. W/1 #5 REBAR VERT, INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL 8' C.M.U. 2' x #2 SYP/SPP P.T. W/ (3) 1/2" X 8" "J" BOLTS OR (3) 1/2" X 6" EXPANSION ANCHORS OR (6) 3" X 1/4" TAPCONS OR (8) 2 7/8" HILT] TIX-DNI NAILS 2x BASE PLATE SEE PLAN FOR MORE INFO MS03n.nnnnl v nnnl nlrnr,nn, nrTnu N.T.S. 20' MIN. LAP #5 REINF. BAR #30R#4 REINFORCING lT ems. BAR #� & #4 1 AP SPLICE „ 25" MIN. LAP #5 STD- 90° HOOK #b REINFORCING BAR #5I AP RPI ICIF SCALE:1"=1'O" 36" MIN. LAP iL #6 REINFORCING BAR * GflADE M1O U.N.O. #6 LAP SPLICE I MSOS I REBAR SPLICE DETAIL - GRADE 40 1 N.T S I ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2 n 4 1/4" X 2y6" 12" O.C. 1 2 x 6 1/4" X 2a/a" 12' O.C. 2 2 x 8 1/4- X 23/V' 12" O.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER, 'PRECAST LINTEL (2) 2X P.T. - BUCKS W/ 1/2" O.S.B. BETWEEN FASTEN Pr NAILER TO MASONRY IF DOUBLE 2X NAILER IS USED, USE 114"X 41/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED I MS111 2x BUCK DETAIL I N.T.S. I O LINTEL NO. LENGTH=FT. SAFE GRAVITY LOAD PLF APPLIED GRAVITY LOAD PLF SAFE UPLIFT LOAD APPLIED UPLIFT LOAD PLF COMPOSITE BEAM 17'-4" 950 PLF 198 PLF 404 PLF -147 PLF 8F16 -1B/1T 16" MINIMUM 4'-611 6113 PLF 198 PLF 2707 PLF -147 PLF 8F16 -1B/1T 0 7'-611 2661 PLF 713 PLF 1624 PLF -525 PLF 8F16 -16/1T ® 7'-6 of 2661 PLF 1760 PLF 1624 PLF -1185 PLF 81`16 -1B/1T 4'-6" 6113 PLF 1217 PLF 2707 PLF -1042 PLF 8F16 -113/1T ® 5'-1011 4360 PLF 1407 PLF 2080 PLF -975 PLF 8F16 -113/1T T 4'-6" R S 5206 PLF 1368 PLF 2272 PLF -961 PLF 8RF14 -1B/1T ® 4'-4" 5206 PLF 636 PLF 2362 PLF -484 PLF 8RF14 -1B/1T 3'-611 5163 PLF 198 PLF 3547 PLF -147 PLF 8F16 -013/1T i� 4'-6" 6113 PLF 1760 PLF 2707 PLF -1185 PLF 81`16 -1B/1T NOTES: 1. ACCEPTABLE LINTEL MANUFACTURES INCLUDE: CAST-CRETE OR QUAILTY PRECAST COMPANY ( LOTTS CONCRETE PRODUCTS, WEKIWA CONCRETE PRODUCTS,) A I /mil FnR nPT1nNAI 07: 'S REBAR AT -0- mlG. 0) R=_O'D 1-14" CLEAR d 1 _ GRaJr 0 •5 ReCA AT 61 Lcc O Q OF .IM�-CAVITY N BOTTOM RENFORCING yDj idle"ACTUAL FRONDED IN LINTEL Y IVARIEaI NC`H N,A- JD-14 9' C TYPE DE61GNATION F . F LID WI-1- GROUT I U JNP-= �dAANTITY OF '5 REBAR AT 9C177Cm CF LINI CAVITY BF-Ii B/1T NOMINAL WIDTH j QUANTITY O" 5 NOMINAL -16GHT REEAR AT TOP MATERIALS 1. f'c precast lintels = 3500 psi. 2. f'c prestressed lintels = 6000 psi. 3. f'c grout = 3000 psi W/ maximum 3/8" aggregate. 4. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 5. Reber provided in precast lintel per ASTM A615 GREG. 6. Field rater per ASTM A515 GR40 Or GR60. Prestressing strand per ASTM A416 grade 270 low relaaaUon. 7. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 Type M or S. GENERAL NOTES 1. Provide full mortarhead and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the amhltectural and/or structural drawings. 4. Lintels are manufactured with 5-1/2' long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast-Id-pl ace concrete may be provided In composite lintel In lieu of concrete masonry units. 9. Safe load ratngs based on rational design analysis per ACI 318 and ACI 530 10.Lintel min. depths are called out on lintel plan. If contractor installs a deeper lintel than indicated on the plan, doing this increases the strength of the lintel and is approved without engineering letter. if a smaller lintel is installed contact FOR for approval SAFE LOAD TABLE NOTES 1. All values based on minimum 4" bearing. Exception' Safe loads for unrilled lintels must be reduced by 20% if bearing length is less than 6.1/2", Safe loads for all nedessed lintels based on 8" nominal bearing. 2. N.R. = Not Rated. 3. Safe loads are total superimposed allowable load on the section specified. 4. Safe loads based on grade 40 or grade 60 field rebar. 5, Additional lateral load capacity can be obtained by the designer by providing addlonal reinforced masonry above the precast ]Intel. 6. One #7 rebar may be substituted for two #5 rebars in S" lintels only. 7. The designer may evaluate concentrated loads from the safe load tables by calculating the maximum resisting moment and shear at d-away from the face of support. 8. For composite lintel heights not shown, use safe load from next lower height. 9. All safe loads in units of pounds per linear foot. PRECAST "U" LINTEL W/ 3000PSl CONC. AT OPENINGS SEE GENERAL CONCRETE LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT HURRICANE R R ANCHORS REBAR ON BOTH SIDES OF OPENING U.NA. PROVIDE KNOCK -GUT BLOCK FOR FIRST COMPLETE CMU COURSE BELOW SILL A FILL SOUK) W/ (1) #S BAR FOR ALL WINDOW OPENINGS 4%6" AND LARGER� STD 90 DEGREE ANGLE 3000 P.S. CONC. W/1 #5 D REBAR 8"xa"x16" CMU U.N.O. 'GROUT SHALL BE FLUSH WITH TOP OF WALL 10, STD. 90 HOOK HOOK_ w g a v n 7 u h 8 �®::®'.IIIIIIIIIIIIIIII� IIIIIIIIIIIIIIII�IIII®i:®IIIIIII�'- ®:71-� 'SEE FOUNDATION PLAN I MS01I BLOCK WALL REINFORCEMENT I N.T.S. I I s TYP. BOND BEAM 0 8" x 8" x 16" K.O. Q LINTEL BLOCK - RLLW13000P.S.I. 'm CONC. W/1 #5 DIA. REBAR F I NDGATES FILLED CELL FROM FIG. TO BEAM WITH 1 #5 BAR MIN. TYP. DOWEL 25" MIN. LAP (NCI 530) °°`A61AIi p)pgg�g. o �.` �1 .• c N N No £3 64 M �.• uTAT OF •��` � Al C i •' C?� rev R ggg3ppAp1l Ei®1 *'ga N m Do �Mp �00 W qp� u7 N0000 o9 �4R aH�r�"' LJL ILL (i n 0 rimy tw $g°w a=Qc Qm_S W ffi y Z O a a 4 o O O W`B"s Wg°N. mm-1 Ty IL i m E o�9 Z CV IoN B rc . WWW.FDSENG.COM ❑ ❑ ❑ M 0 CD Z n M Z M 0 0 N a o - 0 n Z �� tJ ¢' r4� u-1 t0 - y aie�e DO) w p UOM 12 N a 3 S 00 N OC C in o-t Q m o m a m nAmcx �nmuE�c FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 I PORT ST. LUCIE IVI Job Information: N (p li I N W 0 C LG C z � N LLJ .4 O 't U0 o U N In In r- � U z_ � �mMa 0JLiZ) N c _1 m U) (%) Ln L2 Model Name / Number: 2010 Plan Issue Date: Monday, January 20, 2020 KA PROJECT NUMBER: 20-0025 Sheet: /� Of. LINTEL PLAN O 2x6 #2 SYP P.T. W/ (2)'/i'x5" WEDGEANCHOR 0 OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT W/ WASHER. MIN. 6 PER a TRACK TO JAMB. (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" o Y "J" BOLTS WASHERS SET IN o 0 FILLED CELL W/ #5 TYP. FILLED CELL VERTICAL MIN. 5 PER JAMB. o E SECTIONAL @ OVERHEAD N DOOR CON I P.T. #2 a WOOD SYP 2" X 6" o n. I TRIM o L 2"x6" P.T. WOOD JAMB q m Ill.. O E j%%III1 cq t,'o �$�!� 0♦i♦B o DOOR AND CONNECTION PER ® m `o�c . R ♦ cv �•°��G `�. ��5✓®" GARAGE DOOR MANUFACTURER GARAGE SLAB o N TYP, GARAGE DOOR ? ° d "' No 064 'y TRACK MOUNTING DETAIL a o 2. e S7AT= OF to ♦♦` tlllvas```® MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. 9 0 a v v a 0 EE co+ gew op W Lo N W §ti Qgqtig�Ypa � � R v� sk ik Ste-qV52 LL LL LL N R�§ffi'n 0 totVVNm INSULATION PER FBC AND ENERGY e_ FORM SSUBMTTTED WITH PERMIT °�' Z a Z9 €13 APPLICATION PROVIDE BAFFLES AT EAVES (FOR VENTED ATTICS) v Q°" o m a W O 12 8' g m ; FIBERGLASS SHINGLES OR Y d ar W c' r m m LL i� SEE PLAN TILE ROOF (PER ELEVATION) OVER APPROVED UNDERLAYMENT vT'Bp5 o £ $ -T Am a t p a a o O N \ PRE ENGINEERED WOOD PER FBCR 905.1.1 OVER APA RATED STRUCTURAL SHEATHING v a W �= 5 IS ❑ ❑ ❑ TRUSSES @ 24" O.C. (SEE STRUCTURAL NOTES $ www.r-osenc.corh m FASTENED TO TRUSSES PER ROOF NAILING SCHEDULE) m TRUSS ANCHOR (SEE PLAN) „ Z M ' SEE PLAN FOR — - _ ERG. HT. _ Z a ]\/�/� 1J ¢ 1/2" DRYWALL •. • 3 a O FELT PAPER OR • ' ETAL DRIP EDGE TRUSS PLATE a WAA R Z o� fall 3/4" P.T. NAILER 2X SUBFASCIA ^ (n Ut r •� .SEE ARCH. 1/2" DRYWALL PLANS h f Q CURTAIN NAILER 8 x 8 x 16 K.O. 1 x 4 P.T. @ WINDOWS 6 h LINTEL BLOCK 1 x 8 P.T. @ S.G.D. „ O,H, W/ (1) #5 DIA. REBAR & E _ o Q w o V) c m �/ " SEE ELEV. 3000 PSI CONCRETE iL'r' �M PRECAST "U" LINTEL m SEE SCHEDULE a ui O coi d rlfpR- N m 2 DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 NOTE: 44" MAX. SIL. ON FILL CELL #5 DIA. ALL BEDROOM WINDOWS. � REBAR W/ 30 3000 PSI N CONC, ALL LOCATIONS 3000 GULFBREEZE PARKWAY r SHOWN ON FOUNDATION u GULFBREEZE, FLORIDA 32563 &FLOOR PLANS u N a m F DIVISION LOCATION: H 6 PORT ST. LUCIE VI Job Information: rr w +O-' N ALUM FRAMED WINDOW s °D W/SCREEN a A N PRECAST CONC SILL ry ro W i WINDOW STOOL N m PER SPECS w INSULATION PER FBC AND ENERGY u O FORM SUBMITTED WITH PERMIT N APPLICATION PROVIDE BAFFLES AT J EXTERIOR FINISH - ,o EAVES (FOR VENTED ATTICS) (SEE ELEVATIONS) 7 1 x 2 PS FURRING FTG. DOWEL #5 DIA. REBAR 17" IN CONCRETE - 25" < = m L ui N y > Obi 1 x 4 P.T. IZ O M BASE NAILER EXTEND (ACI 530) ABOVE SLAB. ALL LOCATIONS SHOWN BASE > ti O O 6WOOD ON FOUNDATION PLAN o m to n u` m N SEE FOUNDATION PLAN FOR I—�Um M a SLAB INFORMATION TOP OF SLAB m J LN ' ^ r ^ Lo O alb v m Model Name / Number: GRADE c N = 2010 SEE PLAN FOR iv REAR QUANTITIES •" Plan Issue Date: Monday, January 20, 2020 SEEPLAN SEE VI KA PROJECT NUMBER: FOUNDATION PLAN a Y 20-0025 oSheet: �_� Of: WS01 TYPICAL WALL SECTION - 8" CMU 3/4 ==V0" TYPICAL FRAMING a 0 DETAILS WHEN REQ'D RECESSED PRE -CAST LINTEL 8" D BLOCK TIEBEAM W/(1) #5 REBAR U.N.O. NOTE: MAY CUT BACK 2x8 P.T. @ TOP TO ALLOW CONT. 2x4 BUKNG AROUND CURVE. MIN. 2 TITEN ANCHORS TO 2x8 LINTEL v (SEE PLAN) .� >< 7/16-0 .S.B. .2x8 W/ (3)12d o EA. SIDE .� TOENAILS EACH END a a 2X BLWG. /16" OSB W/ 6d m TO O.S.B. NAILS @ 16" O.C. W/ 2 - Sd TO SIDE & TOP NAILER EA. END 0 EDGE VIEW 2x4SPFCONTINUOUS o BLOCKING ATTACHED 'N TO 7/16" OSB W/ (2) 8d NAILS. SEE DETAIL ABOVE _ u 6 2x BUCKS SEE MS11 h FOR MORE INFO o fi WINDOW OR DOOR OPN'G 5 WF01 DETAIL @ARCH WINDOW FRAMING N.r.s. +°5I° o T EN 87864 : N PROVIDE 2x4 ON TO OF 2x8 TO BLOCK OUT 2 ROWS 12d @ c ^ � I �' TOP PLATE ATTACH w/ 3" O.C.: OUBLE 2x4 :1) STA,E OF Q' (2)12d NAILS O.C. TOP PLATE _� <fu (SOLID BLOCK w/ 2x6) �o�� / 2x4 STUD 497N `v PER PLAN yiIadxc:ceaeaN 2x4 BEYOND AGAINST 2x8 STUDS OP SPLICE 8 NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OUBLE 2x8 TO TOP PLATE W/ (4)16d TONAILS (2) ON EA. TOP PLATE a SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD g (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN ` TOP PLATE W $d 2 1/2" x 0.131 NAILSIM. E' * NOT REQ'D. WHEN QT SYSTEM IS APPLIED (STUDS) 2x6 2x4 w/ 2 ROWS OF c N to TOP PLATE TRANSITION 1zaNAILs@3^o.c. gg F ' 0 PIPE ORDUCT W/ OUBLE12do PENETRATION THRU d» m e i (A = m $ TOP SPLICE x 039N$ a TOP PLATE w MORE v g Q0"11 u THAN 50%OF TOP ROWS 12d c W ® gi5 a a z PLATE WIDTH INSTALL e , F < z @3"D.C. -= Z� B< z O SIMPSON PSPN516Z a 13 R . S.d o o: I— W/ (12)16d NAILS TYP.°y17 Y m m o TOP & BOTT. N. 'S E Z c d i IL N' On0 NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OTTOM SPLICE '5s `p " 6 oo N TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. OVER STUD R 18 S Z $ SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ o J (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO a ^ � * www.wsENs.coM 1100 TOP PLATE W 8d 1 2". x 0. 31 NAILS L c� * NOT REQ' D. WHEN QT SYSTEM IS APPLlEO m Z no93 NOTE: 'v^ Z 0 PLATE LENGTHS MUST BE AT 5Z m c�Oy +� LEAST 8'-0" LONG. TYPICAL = < Ii Jam)( WF17 TOP PLATE SPLICE DETAIL 3/a"=r-0" ro L a —� o — 'E v � E -manE ♦� W 9 EXT. OUT BEAM TO SUPPORT s to C m o m a SIMPSONHUC410 TRUSSES IF SPECIFIED ON PLAN .------------------ _ __ ----- -� {� L— 'c°- ! ' BUCKET SEE ROOF I a E I , PLAN FOR MORE INFO O 1 L>h 1 1ai ; SEE ROOF PLAN ;. @ U N �' FOR BEAM SIZE _ c v o * CRIPPLES MAY/MAY NOT BE PRESENT. & CONNECTION INFO < �Iq� VERIFY HEADER ELEVATION u (2) 2 x 4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x 6 LAMINATIONS W/ (2) Row OF STAGGERED 10d ROWS OF STAGGERED Led ROWS OF STAGGERED 16d COMMON WIRE NAILS COMMON WIRE NAILS .COMMON WIRE NAILS M = 0.148", L= 3") OR EQUAL (ONE INTO EACH OUTSIDE FACE) (ONE INTO EACH OUTSIDE FACE) o = 0.162', L- 3-1/2') OR EQUAL. (D = 0.162"• L= 3-1/2') OR EQUAL HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL I 2 X 6 WALL JAB KINGS IJACKS IKINGS SIZE EA END EA END I EA END JEA END LESS THAN 4' (1 2 1 ) >4' BUT <B' (2) (3) (2) (2) 0'-0" - 4 4 HEADERANCHOR -- -- MS HOM@I$ NAILED TO TOP PLATES, SEE FLOOR PLAN HEADER & JACK _ _ _ _ _ _ FOR COLUMN SIZE - - - - - - BASE CONNECTION INFO • - - • 'a° FLORIDA CONTRACTORS LICENSE NO. CRC1330146 HEADER SIZE NO. ATI FTTER OF RES OPTION A OPTION B v 3000 GULFBREEZE PARKWAY &GRADE 1/2" OSB FLITCH PLATE EACH END SEE FLOOR PLAN FOR REQ'D ONLY WHEN INDICATED GULFBREEZE, FLORIDA 32563 SEE PLAN FOR (2) LSTA 30 COLUMN SIZE & BASE ON BEAM SCHEDULE/PLAN BEAM SIZE CONNECTION INFO DIVISION LOCATION: 10ENT NAILS ARE DRIVEN FROM 3) FOR M'LY, PROVIDE 1/4"WA, x S 1/2" LAG PORT ST. LU C I E OPPOSITE SIDES OFTHE COLUMN, SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) . Job Information: 2) ALL NAILS PENETRATE AT LEAST 3/4' OF 4) REFER TO NOS SECTION 15.3 FOR THE THICKNESS OFTHE LAST LAMINATION, ADDDIONAL INFO. 2X CRIPPLES@16"O.C. SEE SCHEDULE •' SECTION A -A N W/ SIMPSON SP2 TYP. WF37 TYPICAL COLUMNS DETAILS N.T.S. TOP AND BOTTOM 2-ROWS 12d NAILS '� " SCALE: 11/2". = 1'-0" STAGGERED@ N 12" O/C EACH a * WHEN STUD LENGTH FACE OR 3-ROWS IS LESS THAN 12" USE 12d NAILS STAGGERED LLI LSTA30 STRAPS AT EACH @ 12" 0/C FOR 2 x 30Ir M j - STUD WRAPPED OVER OR GREATER HEADER A. Arz O.20 FOR OVERHANGS GREATER THAN • : FILL 1ST. 4COURSES TOPPLATE&NAILED TO HEADER EACH SIDE ,,,yyy,,, SEE PLAN FOR c D: `— 11/2" CONTACT FOR FOR �f.;, SOLID W/ GROUT. (NO FILL ALL HOLES IN TOP OF BEAM � FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) STRAP DOUBLE 2 x #2 _...-SEE ROOF PLAN �- a R CN S.Y.P. HEADER W/ OR BEAM SIZE & -- a a 00 1/2" FLITCH PLATE ONNECTION INFO.—� w N •,_ 'p" SOd NAILS ® HEADER. (U.N.O. F co 8" O/C TYP. E FILLING AND BLOCKING AS M LLo r- L° 2- 2 DOUBLE 2 x 4 REQUIRED FASTENED TO SEE FLOOR PLAN FOR m ' ' m M 0) •��•• CRIPPLE STUD HEADER W/(2) ROWS COLUMN SIZE & BASE a: TYPICAL N.N.O. OF 12d @ 16" O/C UNLESS CONNECTION INFO O J LLl = LL NOTED OTHERWISE o u�7 J m ••';' F.F. g VI Model Name /Number. OVERHANG 2 x 4 STUDS TYP. _ '�� ,�• •r. Y..••�:%. SIMPSON HTT4 W/(18) 2010 • 16d NAILS & A 5/8" a� Plan Issue Date: ' , �• • EXPANSION ANCHOR O 0 W/ 6" EMBEDMENT U.N.O. • • ;r OR 81/2" AT GARAGE Monday, January 20, 2020 STEP DOWN EE FOUNDATION g KA PROJECT NUMBER, - FOR OVERHANGS BETWEEN 5/8-70 1 1/2" * * HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING P.T. BOT. PLATE • •• PLAN FOR INFO' 20-0025 NOTE: FOR OVERHANGS LESS THAN 5/8" • NO REPAIR REQ'D. WALLS WITHOUT UPLIFT 5';, s ii'-7f a o Sheet: �_� Of: WFO9 WALL HEADER DETAIL N.T.S. CD1.1 COMMON BEAM ATTACHMENT N.T.S. MS18 RETROFIT WALL OVERHANGDETAIL N.T.S. €n o TYPICAL WALL DETAILS U HLh COPY *DIAGONAL SPACED AT 20'-0' O.C. MAX SAME SPACING AS BOTTOM CHORD LATERAL BRACING TO BE LESS THAN - OR EQUAL TO 45* I ' MINIMUM 2"x4" CROSS BRACING (SEE PLAN FOR .. ...'l 11'' LOCATI • q�BLOCKING 00 11.1 i (3) 12d ,. PER JOINT CONTINUOUS LATERAL BRACING- NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS SPF OR SYP 2 ACING BR - x4 _ CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING X- o w/ (3) 12d @ EACH TRUSS WEB E I S 3 N TB01 I TYPICAL CROSS BRACING DETAIL N.rs. TB02 I TYPICAL CROSS BRACING DETAIL N.T.S. d PROVIDE 2X4 MIN. BLOCKING AT CENTER LINE OF HIP/RIDGE, TYP. BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP o CHORD E ee0°Q �3L0 r 7 tll r N e q r e TRUSS ALTERNATE TO BLOCKING 0 0`v (�j\p 87186 • rrr p N •. (iY s A PRE-ENGINEERED VERLAPTRUSS BRACING 3 m WOOD TRUSSES AT LEAST ONE TRUSS 6" VER 411 TRUCTURAL PACE G.T. SHEATHING ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 - im:` �'3]'• ST /iT E O TOP CHORD WHENRE 'D NAIL TO TOP CHORD e�".`w ••T� P • •• m c Q m ®r iOR\C3,: \se p TO PREVENT SHEATHING ACK - OF HIPPED TRUSS W/. rr So - s SPAN FROM EXCEEDING RUSSE HIP 12d NAILS @ 6" O.C: ®®e '/ MAX 24" SPAN (EITHER G.T '®faa SIDE OR BOTH IF REQ'D) Y ROOF (2) 12D NAILS MINIMUM (3) 12d c SHEATHING AT 12" O.C. MAX PER JOINT LMINIMUM2"x4"S F OR 6 SYP TRUSS BRACT G £ $' 812 O O SEE * SPACED AT 10'-0" MAX -8 s _ p - 2 00 c N PLAN � 'P wFirn, N'. r,.. 2X4 BLOCKING BETWEEN TRUSSES $ $m 2W.'_ w HIP TRUSS 8 2'E i SECT. A -A a ALL. W � n O- g eta z Oif5 aaww TB03 HIP / RIDGE BLOCKING DETAIL N T.S. TB04 TRUSS BRACING OVERLAP DETAIL (TYP) N.T.S. g g a o a N�sm� mm0 S �8$LL R d2i a m r € J.5' W _ DSENG.COM 000 N U 0 $ Z m z M 0 TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP3-2014 .- Z QRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND $ ¢ v BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OFACCIDENT 3 a IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED m TO 8 SHEETS OF SHEATHING ON ANY PAIR OFTRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS, NO EXCESS CONCENTRATION OF ANY n CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. O 2. ALL BRACING (DB,C8,88) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL N W F- LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADOmONAL DIAGONAL BRACES AT 20'" O.C. MAXIMUM. aaII "`. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3.124 NAILS AT EACH TRUSS INTERSECTION. Tjp �J E -0- 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 OFTHE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALLTRUSS BEARING SUPPORTS WHERETRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. Ln w O m � c m SEE TYP. TRUSS BLOCKING DETAILS U L) V) _ ! L tv E� SHEATHING —'---- w O O 0 3 TO 4TRUSS c4 AS SHOWN TRUSS SPACES ALTERNATE C Y DIRECTION • t Q 0�1 0 N RUG.®.:DAIIS..HOMES.. VERTICAL SCAB 2X6 02 SPF 48" O.C. SEE W/ (4) 12d TOP &BOTTOM OR H5 TRUSS TO NAILS a FLORIDA CONTRACTORS LICENSE N0. CRC133�014!_6 OR HCLR/LL IN PLACE OF (4) 10D SEC1q TOE TRUSS REQUIRED ®RAFTERS GR TER THAN B'-0" &B 3000 GULFBREEZE PARKWAY SEE PLAN —DOUBLE TOP 'DOUBLE SEE STRUCTURAL NOTES AND NAILING y PRE-ENG. TRUSS PLATE TOP PLATE SCHEDULE FOR SHEATHING DETAILS GULFBREEZE, FLORIDA 32563 SECTION B-B VARIESw ROOF. m s EPLAAN SLOPE € DIVISION LOCATION: / m PORT ST. LUCIE DOW. FRAMED RIDGE MAY BE NAILED w/MIN. VERTICAL SCAB 2X8 42 \ \ 2X4 SPF BLOCKING / / gVI Job Information: (4)12d WHEN IT LANDS SPF 48" .C. W/ (4)12d \ \ BETWEEN TRUSSES / / w NEXT TO PRE-ENG. TRUSS 2x$ BiwNG. NAILED 0 EACH TOP & BOTTOM OR H5 OR \ / BIDE w/ (3) 12d NAILS WHEN HCLR/LL IN PLACE OF (4)12tl \ @ 48" O.C. MAX. / REQUIRED w/ (2) MTS12'S REQUIRE 0 RAFTERS GREATER \ B THAN WAG" \ \ 2X4 SPF BRACE / ud \ \ @ 48" O.C. NAIL w/(4)COLLAR I / d S14EATHI. RAFTER tlE \\\\\\ ALTERNATE DIRE> AT EACHDC ON 2X4 BLOCKING BETWEEN CB BEVEL C \. II TRUSSES W/ (2) 12d HAILS • a C 0 EACH END, COM. EACH BAY (OPTIO ) 7 ' B TB 2X4 SPF / (2) #7XS 1/2' / TRUSSES Q `. p ALTERNATING DB WOOD SCREW EACH TRUSS / / SEE PLAN 20 d, BLOCKING OR H5 � . " O.C. / / 1= a o M PREENG. TRUSS \ / / EQAT TRUSS TOPJE I— I' t' t U CONT. RLOL STRUCTURAL SHEATHING. CHORDF TALLTHING m HAND FRAMED AREAS TYP./ m z • LO O r m M a SEE PLAN FOR CONNECTION La SIMPSON A34 OR \ \ / / I— �.. •-i 2x4 P.T. BLOCKING BETWEEN I (USP MP4) @ \ \ / / @ O t—�..IIJ W �D TRUSSES W/ (2)-12d NAILS 0 DIAGONAL WODD •*- 2x8 42 SYP RIDGE BEAM 2'-0" ON CENTER \ \ / / O Zj 63 (n y J Lo AT 8'-0" EACH END TRUSS \ n / 2X4 SPF BLOCKING vi MAX 2xs RAFTERS 000MMc. BETWEEN TRUSSES MAX- w/ (3)12d coMMpry X V @ 24. O.C. MAX.w/ �, � Model Name/ Number; WALL BELOW TOENAILS To BIDGE B \ / \ - 2xa Rn 7ERS FOR SPA LESS THAN (3)12d EA. END (TYP.) (SEE PLANS FOR TYPE) 4 FT O 2'0" O,c, MAX / (3)1oD SEE PLAN / \ 2010 CONC. MASONRY COMMON TOE NAILS TO RIDGE D EAM m 2X4 COlu STEEL OR WOOD T & B CHORD BEARING SUPPORT Plan Issue Date: TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/2" SPACE Monday, January 20, 2020 @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING g_vF KA PROJECT NUMBER: SEE PLAN FOR MORE INFORMATION SHEATHING 20-0025 2x4 S.Y.P. @ 16" O.C. Sheet: Of: N TB06 I BLOCKING AND CONVENTIONAL FRAME DETAILSN.T.S. TB15 EXTERIOR NON -BEARING WALL DETAIL N•T.S� ROOF FRAMING AND S wax E A U THERMA-TRU INSTALLATION�� KEY DIFFERENCES CHECK LIST Rough openings are 114" smaller on each side and 114" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling Increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and 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 MINIMUM OF 1 1/4" EMBEDMENT INTO THE MASONRY JMBS. 6" SPA EVE 6" 6" 6" SINGLE DOOR SINGLE DOOR W SIDELITE Finn 6" t7 3" 3" 3a 3" 3n ' III _ III f 1 3n33n 3" 3 6, 6, 6„ DOUBLE DOOR W/ SIDELITES 3A IE d ;PACE :VENLY i" SINGLE DOOR W/ SIDELITES LOCATION OF BARRIER TO BE 1'-010 IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE FILLED PVC. PIPE, TOP OF SLAB Z I ill -Ii°I t r Ir I v air °I IN 1 16" MIN. DIAMETER 2 °_°_ ; CONCRETE FOOTING >" SPACE EVENLY m eoW Aeo Line valley bl'Centadng rt{yageH'q • e. 9 S 6 9 SEALANT NAIL SHINGLES W/ 11 DR 12 GAUGE ROOFING NAILS, 3/8" MIN HEWS.6 PER SHINGLE. O UtAe A' •4eo �hss yge axes 6g` no "6, 2nd G"m, CMG `\ ryR7a¢ke yA On t"I Edge yg" as 6• 26. " Saw 7" RADII DRIP EWE. pieties to usa m 5th In T PROYIOE LYaP EODE AT EAVES AND CABLES OF SHI OF31n ;nF,7 ROpF3 WERTO BE AMNIMUM 6an1. SAYE DRIP Me SHALL EXTEND SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE. ASPHALT I6ISED (REQUIRED AT SEALANT MPLIED ALL LEVEL VALLEY TEMURED, PAINTED BEHIND FLASHING LOCATIONS) EXTER. WALL flNISH 'AND EXTENDING A MINIMUM OF 6" ABOVE S" X 6^ H GALV. VERTICAL RISE GF FLASHING VERTICAL WALL RASH ING COM. AT KNEEWALL PLASTER STOP- RDOF- SHINGLES 6"x6"HGI FLASHING COW. - FLASHING DETAILS 8' HORQ. NOTE: THIS DETAIL IS REQUIRED FTASHmG AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION INSTALLATION OF ALO BUCK STRIPS - 2x (DEPTH OF WIDOW AND/OR SGD FRAME MIN.) GLUE STRIP i W/ ADHESIVE SEALANT & SCREW w/ 3/16" •'''' x 3 1/2" PHILLIPS FLAT HD, "TAPCON" SCREW MIN. 4" FROM END AND 16" C,C. TYPICAL 2x BUCK INSTALLATION OF WINDOW ATTAC H M ENT 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" PHILIF 1/2" DRYWALL FLAT HD. "TAPCON" SCREW THRUTHE WIDOW FRAME INTO MASONRJAMB 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 FRAM , sy OTHERS SHEAT!"IING BY OTH§S CAULK BETWEEN' FIN &SHEATHif46, 01A. WINWW HEIGHT EX`TER10A 1 ICIR` VIA TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S RLAYMENT, THERE SHALL BE A OTH OF ROOF CEMENT INSTALLED WOE FLANGE. DMP EDDE SHALL BE FASTENED A MAaMUM W 12m ON THE Vaad AS DETERMINED N 'H SECTION R301.2AS IS Sip MPH GREATER OR THE MEAN ROW HEIGHT ET IS0,0S8 Coro, DRIP EDGES SHALL 8 FMSTENED A MAxwUM OF 4INCHES r44WNMF$s rSpepmg WallFFAmirhq{ (iambs, Head and Sill) #2SpruaVNnetFh ( 4..'{.�. �ti _'_yE".•-� 8 .{..d .{ Or arm alloone flox1-1/2" SCew p10 Minimum Penetration Glaring Bead Mputlnp Na Cross Section View LiteripF ViEhv of Fixed Wirialow Mnimum j ,/r sillome Examonr SheWdng Note:WBs#ougly recommend the use 0fy/aahlng and/orgashIng tapesand SA/ Pans ass" led In ASTM E7111-01. Ho wever, due to wriallon/n codes endbugd/ng types/t/akR up to the erdawr to oasher oie the properinstehallon otthaseItems. LEM'1F168UN1Ew OM Store lns gNoun WiiM>w,our bubble wrap may, be Paeied back for inspection, l7pleasere-Mthewly to prOW the OW -is from wabmes and abler damage until rons[rubtan Is Complete. SLED I Measure to be sure the Doe" is 3Wto 112" larger than the window site both vertically and hodanrally. • you may wish to predrill the iMtaintbn (roles in the fin at this time. arnegand die mIho*m the -AV nil m VW arenot T Step T Apply a generous bead of silicone to the bazksde A the mounting ln. Use Baugh silrcotle to suf iidLntly fill all wilds between it* fin and the will sheavoun . Step 3 IrxertWe window hda the opining Gam the routine. The window, is labdnd -house" and "aL9tle", but a mese labels have been removed, the OWN bead should always be TO the inside of the building. Step 4 Install shim under the sill; adj.a6rg them urn the unit a plumb in the opening. Shins should be Installed undo the sill every 3 feet. The window should babanazillyountered III Ossiffing with ro more than 1/4" gairbetween the window and wall framing. Sup 5 Install a #10 x 1.1/2'screw 4" from the cony rr of the fin At each and tithe head, Si and both lambs, Step 6. Irmtal the remaining fasteners in a' imm is from the canner strews to the center ofeach Rome member. Use tare not to over - lighten the screws and pull their thmugY, the fin. Also, make sure the wows go in straight and do rat cause the frame to bow: Wall frmdAg should bee minimum of #2 SpruoJPowel1r. Froarsos slduld be#10 screws of suffident length toachieve 1-3/8"Pereloamonmo, the well and now than 1/2'from edgeof honing. Fastener QU&Vga needed In each side of frame to achieve 8" Speding a Frenre Manber 10" 18" 26' 34' 42" 50^. 58" 66" 7C 82" 90" 98" Numbs of Faztelers -2 3 4 1 5 1 6 1 7 1 9 9 10 11 12 13 Stop 7 Remove 0103Ss MOOREout" from around We fin and Impact for holes or wltls. Use slimne W Is any voids, Sep 8 If desired, a foam insulation can be applied to the Interim gap between the window and wall frarri g. V applied, MmMAtie Me NGNEYPANDING TYP£�M. Sep 9 S� these wallows are typically used in rooms with high malsuae, M; ba0eopmel it Is necommended that the hxNdr gap between the window and wail framing also besealed with Soh a e and rodeo so as no to mosime with the imstnlmimn of wallboard, tiMor trim. Step 10 once all mnsinetion Is Complete, remove the bubble wrap Ron the inside and outside of the window. If necessary, clean the aatk3 with a road detergent and warm water onsinga silt Cloth. Failure to follow these procedures will void any and all warranties. GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION AND CALL OUTS. Product Approval Submittal Affidavit Building Address: Contractor: Building Permit: Product Design Manufacture Model # Attachment Pressures Method Approval # Roofing: 1st Choice COUNTY APP. IKO Industrues, Ltd Cambridge AR NAIL SHINGLEA W/ 1.2 GAUGE ROOFING FL7006.1 R-10 NAILS 3/8' MIN IHEADS. 6 PER SHINGLE. W/ 3/8" MIN RfNETRATION THRU. SHEATHING ROOFING VENTS: Florida Metal FLAMCO FASTEN WITH 11 GAUGE QALWNIZED RING SHANK ROOFING NAIL, Products I c. "Offrid a vent" " FROM EUGL AND 4" O-C TYPICAL MAX. FL21580.1 R-1 ROOFING UNDERLAYMENT: 1st Choice W000lAidD TYPE II UNDERLAYMENTS-HVHZ UNDERLAYMENIT SHALL BE APPLIED AND FL15216 - R3 INDU INC #30 ASPHALT -SATURATED R ATTACHED IN ACCORDANCE WITH R905.1.1 2O6.1 2nd Choicel I Overhead Garage Doors: 1st Choice +30.0/-30.0 CLOPAY 176 x 18 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 8 x 7 FL15279.36 Swing Doors: 1st Choice +67.0/ 67.0 THERMA TRUCORP. B LAS DOOR GLAZED INSWING 2X BUCK ATTACHMENT TO BE ATTACHED WITH 3/16' X 3" / TAPCONS MIN. 4" FROM TOP &BOTTOM OF INTERSECTIONS AND MIN. O.C. THEREAFTER. THE DOOR FRAME SHALL FL20461.1 2nd Choice +87,0/-67.0 THERMATRUCORP. FLUSH FL20461.19 FIBERGLASS DOOR OUTSWING ED BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM 0461. TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. THEREAFTER. (TYPICAL ALL 4 SIDES) Siding: 1st Choice +0/-146,3 The Tapco Group 7" Staggered Shakes INSTALLAITON FASTERNERS ARE GALVANIZED STEEL ROOFING NAILS I%" 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. NA 2nd Choicel SHALL BE BEYOND WALL DRESSING Windows: 1st Choice +40 {0 / MI WINDOWS 3540 SERIES Si a Hu (fiN SEE BUCK DETAILS (THIS PI FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN. 146" 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 +40/30 MI WINDOWS 3540 SERIES Single Hung (flange FL 17676.8 R9 3540 SERIES +50.0/-50:0 MI WINDOWS Picture window SUFFIENT LENGTH TO ACHIEVE iih" INCH MINIMUM EMBEDMENT FL18644.3 R3 IN WOOD SUBSTRATE. Mullions: 1st Choice M-1926 MI WINDOWS Mullion Vertical FOR 3/16" ATTACHING MI WINDOWS MULLION SECT5796 CUP INTO CONCRETE TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 11A FL 1.8504.2 Horizontal MINIMUM FL 15804.2 NI-1926 EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM G EDGE DISTANCE Fixed Glass: 1st Choice +50.0/-50.0 US 625 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR FL18644.3 R-3 WITH MIN. 13,h" 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 1 +55.0/-35.0 KAYCAN LTD 8" BEADED 1 1/2" NAILS 10" O.C. IN FL16503.4 R-3 Hurricane Panels: Ist Choice 48 PSF EXT/ HURRICANE STORM 2. Gal4",anizGaetl DIRECT MOUNT. TOP 4"•20 MALE PANELMATE W/ FL16293.1 46 PSF INT. PANEL MFG. INC. Steel Storm WINGNUTS AT 121h" O.C. BOTTOM 1A"-20 SIDEWALK Pawls BOLT w/ POWERS CALK -IN I have reviewed the above components of cladding and have approved their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: FI. # 56126 Name: TODD M. BORN Certification Number: FI. # 82126 Name: Luis Pablo Torres Certification Number: FI. # 87864 a EPABt'' T�P�Pii o �..� c NR.. S.� N sou v :' \,\ :'Q��si�w O r o N 87.864 •A. w N * r � STA i O ` F 5 :©1' < R 9 ♦ O a F`! T E g �$a. ro a$�2 1 f 2 I. N ti � v to m c R Ho g Qo.i�m J J J 'n 9Ug UO�N O~i LL Ili LL Su D°'M"a v m .11 M WO a a 13 T.F a' dR(Fit ui L 0 mIgIP ¢ o: h ffi az� Q s 3 of R pe ILo ° ° WWW.FDSENEI.COM ❑ ❑ ❑ VI M `4 d Z N n Z M O Z m t�Pill � p 3 C a 0 0 W - Y z e a Ell 4-0oE it 'U - 2 O W to f 'm 0 t!3 mM `U a � 8 =1500 {{ U�� '4ml d s o�idao I Vr DAMS HOMES` a 0 � FLORIDA CONTRACTORS LICENSE N0. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 m DIVISION LOCATION: PORT ST. LUCIE Job Information: w y W IN M � a � 0 O M z N > rn � � r o N � M to r` E8 In • • m N _ m e O J LU N J m Uo Y VT Model Name / Number: N 2010 oYE Plan Issue Date: m a" Monday, January 20, 2020 KA PROJECT NUMBER: 20-10025 T Cry n Sheet: Of: N S-5 MATERIAL REFERENCE INFO (PSL) FILE ;lwp[)v MECHANICALLY FASTEN AS FOLD UP WEATHER BARRIER & WEATHER RESISTIVE FLASHING REQUIREMENTS THESE DETAILS ARE GENERIC AND MEANT TO SHOW NECESSARY IN CORNERS THROUGH . , /r RESISTIVE SELF -ADHERED FLASHING TEMPORARILY SECURE BARRIER GENERAL FLASHING AND WATERPROOFING METHODS DOOR ROUGH OPENING TO BE USED. R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior �RESIWEATHER SITIMEg WINDOW UNIT wall envelope shall include flashing as described In Section R703A. A water -resistive barrier Is described as a BARRIER WOOD FRAME CONSTR. material behind an exterior wall covering that is intended to resist liquid water that has penetrated behind the exterior TAPE s EXTERIOR SELF -ADHERED FLASHING 3/4"-I"BEAD OF CONSTR. SLOPE covering from further intruding into the exterior wall assembly. An exterior wall covering is described as a material or SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER 0,3 in : 12.0 in SELF -ADHERED FLASHING assembly of materials applied on the exterior side of exterior walls for the purpose of providing a weather -resistive OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN (0.6 cm : 30.5 cm) barrier, insulation, or for aesthetics, Including but not limited to, Veneers, siding, exterior insulation and finish systems, yss, wn Fn wix"ow; WALL BY 6IN. UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING PRODUCTS DETAILS architecture[ trim and embellishments such as cornices, soffits, and fascias. R703.2 Water -resistive barrier. One layer of No.15 asphalt felt, free from holes and breaks, complying with ASTM D226 WEATHER RESISITIVE SELF -ADHERED FLASHING /� EXTERIOR / CEMT. FIN, TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND for Type 11elt or other approved water -resistive barrier shall be applied over studs Or sheathing of all exterior walls. Such felt or material shall be applied horhontally, with the upper layer lapped over the lower layer not less than 2 Inches BARRIER SEAL TOPS OF JOISTS �( ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 (51 arm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material UNDER DECKING SUBFLOOR shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the (SEE DETAIL WP07) requirements of the exterior wall envelope as described in Section R703.1. WIRE LATH R703.7.3 Watemesistive barriers shall be installed as required In Section R703.2 and, where applied over wood -based HEAD FLASHING TIE-IN INSTRUXTIONS: Detail InStPU CtIOnS sheathing, shall Include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of 1. Cut, fold up &temporarily secure weather RIM JOIST Grade D paper. The individual layers shall be Installed independently such that each layer provides a separate resistive barrier above headerto allow for flashing installation Refer t0 the number marked as ® in each detail that corresponds to the continuous plane and any flashing (installed In accordance with Section R703.4) Intended to drain to the water -resistive 2. Self -adhered flashing plus head flashing underweathw BUILDING numbered items in the list of instructions below: barrier Is directed between the layers. resistive barrier 3. Fold weather resistive barrier back over head flashing and 2 seal with tape PAPER 2 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60•minute Grade D paper and is separated from the stucco by an intervening, substantially nronwater•absarbing layer or designed drainage space. 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize R703A Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of Scale: NTs SELF -ADHERED FLASHING FLANGED WINDOW W PO SELF -ADHERED FLASHING FWP02 2 SELF -ADHERED FLASHING IWPO3 scoring cuts water into the wall davit or y penetrationofwatertotheorfeesrationpr framingcomponents. tthejunct membranes used as flashing shall comply with AAMA till. All exterior fenestration shall he sealed at the with the IEXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILLI POTSHELF/ CHIMNEY SHOULDER FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER 5. Remove all release paper per standard installation instructions and proper j building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper Joint lass 25 adhere to substrate using a square piece of flashing material (6" x 6" expansion and contraction, ASTM C1281, AAMA 813, or other approved standard as appropriate for the type of sealant. EXTERIOR SHEATHING RUBBERIZED ASPHALT Minimum) Fluid -applied membranes used as flashing In exterior walls shall comply with AAMA 71A. The flashing shall extend to the RUBBERIZED ADHESIVE surface of the exterior wall finish. Approved corrosion resistant lashings shall be installed at the following locations: EXTERIOR SHEATHING -� 3/4"-l" BEAD OF CONSTR. INSTALL SELF -ADHERED ASPHALT 6. Fold as shown by arrows ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN FLASHING JAMB & HEAD FLASHING, SEE ADHESIVE SELF -ADHERED FLASHING 7. Angle of corner may vary, g y y, 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 UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW tight CO COm@r exterior wall finish or to the water -resistive barrier complying with Section 703.21or subsequent drainage. y g g " REFER TO TECHNICAL OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings LETTER ON CHEMICAL I SCORED 8. Mechanically fasten as necessary shall be installed in accordance with one or more of the following: COMPATIBILITY RELEASE PAPER 1.1 The fenestration manufacturer's installation and flashing instructions, Or for applications not addressed in the SELF -ADHERED SELF -ADHERED FLASHING, �`v ' IEfEFORE FOLDING, SCORE fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where FLASHING EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE ADHESIVEAS SHOWN) flashing instructions or details are not g provided, pan flashln shall be installed at the sill Of exterior window and VERTICALLY FROM door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the BOTTOM OF THRESHOLD exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using q g p fs g pan flashing shall x 3 O � MECHANICALLY FASTEN AS incorporate flashing g or protection at the head and sides. SECTIONAL NECESSARY IN CORNERS THROUGH SELF -ADHERED FLASHING 1.2. In accordance with the flashing design or method of a registered design professional. (SEE DETAIL WP02) 1.3. In accordance with Other approved methods. - SELF -ADHERED FLASHING OO 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200 FMA/WDMA 250 FMA/AAMA/ WDMA 300 or , , FMA/AAMA/WDMA 400. Vvv 2 : 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both SELF -ADHERED FLASHING c5 sides under stucco copings. NAILING FLANGE t 4 O 3. Under and at the ends of masonry, wood or metal copings and sills. 2 DO NOT FLASH - 8 BOTTOM NAILING SEAL TOPS OF JOISTS UNDER DECKING DETAIL WP07) O 2 o 6 % 4. Continuous[ above all projecting wood trim. y p j g FLANGE (SEE 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood frame construction. 6. At wall and roof intersections. SELF -ADHERED FLASHING W PO4 SELF -ADHERED FLASHING SELF -ADHERED FLASHING �` PO HALF ROUND WINDOW EXTERIOR DOOR WITH DECK W V 7. At built-in gutters. SELF -ADHERED FLASHING , DECK PROTECTOR" SHEATHING S xrJ _ - - - 7/8" Cement Plaster 8" Cement Plaster in accordance with In/ accordance with � ASTMC9 26 - ASTMC926 SELF -ADHERED � FLASHING PATCH - p t. - Fell backed metal - Felt backed metal lathe in accordance lathe in accordance SELF -ADHERED FLASHING '-- ep with ASTMC1063 - with ASTMC1063 \\ \ DECK PROTECTOR Building Paper Building Paper 7/16" O.S.B. (.; i 7/16" C.S.B. sheathing ,' . sheathing DOUBLE _ SINGLE JolsT k/ Metal Keep top edge JOIST SELF -ADHERED FLASHING m ', ''- - Flashing Of Weep screed SELF -ADHERED FLASHING t -.. 2" below top of 2 -.� 3 1/2" block .. , 3" MIN Unperforated .... 4 Flange 7/8" Vulcum ,'Maintain W�, Weep Screedcaulkbottom O 5 joint only ' Metal Flashing Bottom of 3-1/2" Unperforated SELF -ADHERED FLASHING \HO.8362x;DECK JOIST Fw P07 SELF -ADHERED FLASHING OUTSIDE CORNER W P08 APPLYA LIQUID FLASHING TO THE MASONRY OPENING (HEAD, JAMB, SILL) IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE W P09 Weep Screed 1 1/2" to 2" Flange 7/8" Weep Screed INSTALLATION OF THE SUCKIRECEPTOR. Above Roof Sheathing 1/2" Cementitious Decorative Finish o • • o, All inside and outside corner will EXTERIOR WINDOW UNIT °• nee to be mit CEMT. FIN. cut and caulked all Cement Plaster butt joints need to 'ordance'•e' BUILDING PAPER SLOPE SLOPE in with ASTMC926 •0 •, becaulked using SLOPE 0.3 in: 12.0 in 0.3 in: 12.0 in over wood 2nd Vulcum caulk for all 0.3 in: 12.0 in (0.6 cm: 30.5 cm) (0.6 cm: 30.5 cm) floor (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING WIRE LATH SELF -ADHERED FLASHING EXTERIOR - CEMT. FIN. BUILDING PAPER - WIRE LATH 1/2" Cement IV V SELF -ADHERED FLASHING Plaster Finish Block WIRE LATH 2 1/2" Perforated °• Flange 1/2" Weep BUILDING PAPER BUILDING PAPER Cement o, Screed Plaster' over block EXTERIOR 1 at floor WINDOW UNIT CEMT. FIN. Install bottom Slab edge of weep screed 1" below finish floor OPTIONAL DETAIL 3 3 Note: O The building paper and metal lath must be installed over the top of L� WEEP SCREED DETAIL SELF -ADHERED FLASHING W P 10 SELF -ADHERED FLASHING WP 1 1 SELF -ADHERED FLASHING W P 12 SCALE: NOT TO SCALE CEMT. FINISH WINDOW HEAD CEMT. FINISH WINDOW SILL CEMT. FINISH PARAPET WALL the weep screed. I3 m PBLO f rp 4pe `ee%,P.-'\G E NSC9Qns�s No 7864 a'. S E OF ,,col Bar �A' i1114t O O N C) N R m m a C 0 in 00 g c w s$ € al F00 CR 55 N61 lL lL LL 0 a_W hew sm�sg © dPoS8 ar� Z �nva Z �W4.1 2F 91 `arm IF M gg ¢ 000 O m m .. LL Z�am d a4 X �O N m 5'm zm Z V O WW`W.FDSEAG.COMY 1111 D M 0 IW r M Wei Z Z Z O � a 1/ c 0 z o CO ¢ Q 4--+ o C) U E y � - ct V) c o uda y to � rLS dM C) 00 OD „- 2 O N �0 cin ® a vvo m o m Qlm n DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: N / N rn w 4>1or c c Z - N 00 w o= o m Lo O U ` Z m m • • . L aD (1) I-�Um m 0JLLIZ:) N o Jmui(/) U, Model Name / Number: 2010 Plan Issue Date: Monday, January 20, 2020 KA PROJECT NUMBER: 20-0025 Sheet: W P Of: WATER PROOF DETAILS I