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HomeMy WebLinkAboutBuilding PlansTERMITE SPECIFICATIONS: R318.1 TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES U AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." 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. EXTERIOR COVERING R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C 926 AND ASTM C 1063 AND THE PROVISIONS OF THIS CODE. EXTERIOR WALL LATH ATTACHEMENT AND HORIZONTALLY (REF. 2017 FRC R703.7.1). R703.7.2 PLASTER. PLASTERING W/ PORTLAND CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHEN APPLIED OVER METAL LATH OR WIRE LATH AND SHALL BE NOT LESS THAN TWO COATS WHEN APPLIED OVER MASONRY, CONCRETE. R703.7.3 WATER -RESISTIVE BARRIERS. WATER -RESISTIVE BARRIERS SHALL BE INSTALLED WHERE CEMENT PLASTER (STUCCO) IS TO BE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE AWATER-RESISTNE VAPOR -PERMEABLE BARRIER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. THE BARRIERS SHALL CONSIST OF ONE OF THE FOLLOWING. 1. TWO LAYERS OF AN APPROVED WATER RESISTANT BARRIER MATERIAL IN ACCORDANCE WITH R703.2. 2. ONE LAYER OF AN APPROVED WATER -RESISTIVE BARRIER (PAPERBACKED STUCCO LATH) OVER AN APPROVED SYNTHETIC HOUSE WRAP. - - R703.4 FLASHING, APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE{ASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. FLASHING SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. • EXTERIOR WINDOW/DOOR OPENINGS. • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTIONS WITH FRAME WALLS.. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD FRAME CONSTRUCTION. • AT WALL AND ROOF INTERSECTIONS AT BUILT-IN GUTTERS. MASTER REVISIONS DATE DESCRIPTION STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA CAST IN PLACE CONCRETE CODE CRITERIA 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5" FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. 6 I FLORIDA FIRE PREVENTION CODE 6TH EDITION 2017 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. FLORIDAFLOR BUILDING CODE ACCESSIBILITY ILfTY 6TH EDITION (2017) 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 11/2" TO FORM U.N.O. NFPA 70-14, NATIONAL ELECTRICAL CODES (NEC 2014) & 6TH FBCR Ch. 3443 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE -(ACI 31S}L4) THE 6" OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LBS 0 FIBER PER CUBIC YARD. E F( SPECIFICATIONS FOR STRUCTURAL CONCRETE - ACI 301-10 ) 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC CDEFORMMED BARS FREE FROM RUST SCALE & OIL & SHALL MEET ASTM A615/ BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) A615M GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE -CAST PADS STEEL WIRE OR PLASTIC SUPPORTS, TOP S NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION -2015 EDITION REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY WOOD FRAMED CONSTRUCTION MANUAL 2015 EDITION USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON APA PLYWOOD DESIGN SPECIFICATION 2012 EDITION LINTEL PLAN PAGE. i I 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE/SEI 7-10 ALUMINUM DESIGN MANUAL- 2015 EDITION EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL, 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F' OF THE FLORIDA BUILDING CODE ft. EDITION (2017) IS TO 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I, FOR THE CONCRETE STRENGTH. HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE MASONRY WALL CONST. WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (B) LOCAL STATE AND FEDERAL BODIES 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C96014, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 1900 PSI ( fm = W500 PSI) DEFLECTION CRITERIA 2. MORTAR SHALL BETO ASTM 3. COARSE GROUT SHATLL CONFO MNFORMING TO ASTM C476 WITH AAMAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. ROOFTRUSSES* LL/360 TL/240 COMMMENTS: 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALLI BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR 1OFT, ROOF RAFTERS LL/180 TL/120 WHICH EVER IS LESS. REINFORCING SHALL BE PLAC�D IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. ROOF RAFTERS (W/O CLG) LL/360 TL/240 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MSOS ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. FLOOR TRUSSES/ BEAMS ** LL/360 TL/240 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF FLOOR I -JOIST*** 11/480 TL/240 GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. *TL MAX 2" UP TO 4OFT SPAN S. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR **TL MAX 3/4" 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS, *** TL MAX 1/2" 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR 17) DAYS. PER CODE ACI 318-14. 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. GENERAL ROOF LOADING WOOD CONSTRUCTION SHINGLE METAL TILE HEAVY ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLE TOP CHORD LL 20 20 20 20 END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. 42. TOP CHORD DIL 7 7 15 25 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND BOTTOM CHORD LL* 0 0 0 0 FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS 3. ANY WOOD FRAME. INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO I" DIA. SHALL HAVE STUD PROTECTION - BOTTOM CHORD DL 10 SO 10 10 TOTAL (PSF) 37 37 45 55 SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BOTTOM CHORD LL (OPT) VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. ATTICS W/ LIMITED STORAGE 20 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. ATTICS W/ HEAVY STORAGE 50 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS *ATTICS W/ NO STORAGE - 10 WITHOUT WOODEN TOP PLATES. (NON -CONCURRENT) 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. PARALLAM COLUMNS: 1.8E Fb =2400 PSI MICROLAM (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP 1.7E Fb=2400 PSI MIN. I APPROVAL FROM FOR OR INDICATED ON PLAN 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE; GENERAL FLOOR LOADING ' ROOF DECK: PLYWOOD GC/GD, EXTERIOR DR 039 FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE WALL SHEATHING: 7/16" STRUCTURAL I OSB EXPOSURE 1 OR 15/32" RATED OSB EXPOSURE 1 TOP CHORD LL 40 (PSF) COMMMENITS: A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PERR604.3.15 SHEATHING SHALL NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. TOP CHORD OL 10 (PSF) PRE ENGINEERED WOOD TRUSSES BOTTOM CHORD LL 0 (PSF) BOTTOM CHORD DL 5 (PSF) 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER STRUCTURAL PLAN 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS SPECIAL FLOOR LOADING -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION, GAME ROOM 60 (PSF) COMMMENTS: 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. BALCONIES/ DECKS 40 (PSF) 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE A$ REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. BALCONIES OVER 100 SQ:FT 100 (PSF) 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WES MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY LIGHT STORAGE 125 (PSF) THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. LIBRARIES READING ROOMS 60 (PSF) 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. STACK ROOMS 150 (PSF) SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, GUARD RAIL 0 HAND RAILS (d) 200 (PSF) AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. GUARD RAILS IN FILL COMP. (f) 50 (PSF) S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 (PSF) STAIRS 40 (PSF) UPLIFT CONNECTORS FOOT NOTES d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR f. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A MORE INFO. Ty HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY e 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 15171', AND FOR 2 STORY HOME IS 3OFT ASIDE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+)VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA ® 5O (+) 27.6 (+) 27.6 10 (-) 29.9 (-) 37.0 (+) 26.5 (+) 26.5 20 (-) 28.8 (-) 34.4 aQ (D 50 (+) 24.8 (+) 24.8 a Q O 27.1 (-) 31.1 Y 0 0 (+) 23.4 (+) 23.4 100 (-) 25.7 (-) 28.8 DIAGRAM GARAGE DOORS* SOFFIT g'-0" x 7'-O" 16'-O" x 7'-O" (-) 51.3 (+) 24.3 (+) 23.3 (-) 27.5 (- 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY W/IN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. SEE FLOOD PLAN FOR ACTUAL PRESSURES INDEX OF DRAWINGS ISHT NO:i TITLE 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 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 PL�11111111WUf FIELD REPAIR NOTES GENERAL NOTES: BUILDER UI DER NOTICE: 1. MISSED 'J" BOLTS FOR WOOD BEARING S WALL MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON -SET- EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. It Is the Intent of Designer/Engineer listed in the titleblock of these ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. documents that these documents be accurate, providing Licensed PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 3. CABINET MFRS, SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals clear information. Every attempt has been made to 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER'. HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG #5 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error. The Builder and all subcontractors are required to THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE) MIXED PER THE MFGR'S 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE review all the information contained in these documents, prior to INSTRUCTIONS. ASSURE THAT ALL. DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 6TH EDITION (2017) RESIDENTIAL, the commencement of any work. The Designer/Engineer are not PRIOR TO APPLYING THE EPDXY.. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY DURING BOND BEAM FOUR. responsible for any plan errors, omissions,or misinterpretations CONTROL OF CONSTRUCTION SITE: undetected and net reported to the Designer / Engineer prior to 3. FOR MORTAR JOINTS SS THAN 1/4", PROVIDE (1) #6 VERT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. TO FOOTING). construction, All construction MUST be in accordance to the 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 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4)14"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 information found in these plans should be directed to our Quality MASONRY AND (ACTOR NAILS TO TRUSS FOR UPLIFTS LESS THAN LBS (USE (2) STREWS FOR UPLIFTS LESS THAN IF CORNER STRAP IS RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE Assurance Assurance Manager at 321.972.0491 immediately. No backcharges /4" TEINS O. MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 11/2" SDS SCREWS AND (5)1/4" x 2 1/4" TffENS ONE EACH SIDE OF TRUSS. TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, ORE EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER 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 AND without advanced notification and approval by the no NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR', NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE CONSTRUCTION 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. Designer/Engineer. Payments will be made In accordance to the MISSED, CONTACT THE FOR FOR SUBSTITUTION. terms of the agreement. 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 W/ (26) 16d x 2-1/2" NAILS AND 5/8' ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6' EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. 10MES Northwest Florida® GULFBREEZE RIC GULFBREEZE, FLRf DIM 353 E`b� -D(63� EVI WED F CODE COMPLI CI: ST. LUCIE COUNTY BOCC FILE COPY 9 m �v gg��9 m � N g a g e F ceg N 9 fi g. a r c li Ii �rI' r3p B°x{m�z w filly 4" r1 �� W g 8a Q�.z7gmN`a � O �6g.7 gS, m gym{ m m m Z�ai3� e� z o a 3�� v � �- of a .� Sa a wwrw.FnsENs.c«x 11110 8 �2 0 z r � z " g 5 m @: Z 6 n.. - 0 to � ¢ j li w H 00 - 0 w o ues 1 t/1 c S =3 m 06 N E i� 0 A e�aww� Id%Axrc FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE IVI Job Information: O a z0) w4) > ri m r_ z LO F-""_ ��Jm 3 n � a ® ®1 LID LO ®I OD U) W U0 Model Name /Number: 1820 Plan ISSue Date: Thursday, March 19, 2020 KA PROJECT NUMBER: 20-1841 Sheet: :1 Of. COVER SHEET (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION GRADE REINF. SEE PLAN y z P N r 16" (2) #5 REBAR FM01 SINGLE STORY FTG REINF. SEE PLAN _F f ,orr7.77-71 #5 REBAR (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. GENERAL FOUNDATION NOTES IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION UNLESS NOTED OTH E RW I S E S. 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE OPTIONAL CURB FOR ' I F F VARIES LAPPED MIN. 6" AND SEALED. MASONRY* ELEV. 0'-0" - — W/ (1) - #5 BAR CONT. 2 4" 2500 PSI CONC. SLAB W/ 6X6 10/10 W W F, OR MINIMUM .75 LOS OF FIBER PER CUBIC YARD FIBERMESH/FIBERMIX ADDED TO THE *."` CONCRETE. IN ACCORDANCE W/ MANUFS INSTRUCTIONS AND NER-284 • FOR FIBERMESH OR NER-414 FOR FIBERMIX, OVER 6 MIL WSQUEEN VAPOR BARRIER & TREATED FOR TERMITES. /j • e), •- 2 STORY: 20" X 20" 3 INDICATES FILLED CELL W/3000 PSI CONC- FROM FiR. TO REINF. [ON W/ (3 - #5 CONT. ,; �' BEAM W/ (1) #S REBAR GRADE 40 U.N.O. TYPICAL ARV. SLAB. HOOKED FTC SEE PLAN ; ► • DOWELS 11 EMBEOMENT W/.25" EXT. ABOVE SLAB. 16"v (2) # 5 REBAR 4 CONSULT W/ MANUR SPECIFICATIONS PRIOR TO POURING OR BEARING RECESSING DOOR SILLS OR SUDING GLASS DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE 1/2" =1'-0" FM02 SECTION @GARAGE 1/2" = 1'-0" U.N.O. ON PLAN. 6 NO WOOD STAKES PERMITTED IN FOUNDATION. T PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. 8 ALL FOOTING SHALL BE MIN 12" BELOW GRADE 9 MASON TO COORDINATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB 10 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY 11 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 9" OF MAX. DRY DENSITY AS DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR) IN FM03 I THICKENED EDGE 1/2" = 1' EQUAL UFIS NOT TO EXCEEDING I2 .THE FOUNDATION SIZES INDICATED -0" = 1'-0" ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. BEARING CAPACITY OF 2000PSE. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION PROVIDE 13" WIDE WALL RECESS AT GARAGE FGARAGE fLFRONT DOOR. EXTEND 6" BEYOND F.O.M. EACH END, TYP. FIN. FLR. I; ALIGN DRIVE W/ BOTTOM OF ' RECESS & PITCH DRIVE L4i �.; 2 STORY: 20" X 20" 4" CONIC. DRIVE W/ 1/2" EXP - W/ (3 - #5 CONT. JOINTS 10" O.C. TYP. 16" (2) #5 REBAR FMO9 SECTION GAR DOOR 1/2' =1'-0" 2x BRG. WALL 2 STORY: 20" X 20" (SEE FLOOR PLAN W/ (3) - #5 CONT. FOR MORE INFORMATION) SEE PLAN —\, iI =nr Ulriill: li I I I- 1 $." 4" T-. 4" 16" 4" 245 REBAR FM11 I STEP DOWN BRIG. 1/2"=V-O' FM12 STEP DOWN NON BRIG. OPTIONALCURB SLOPED GROUT SEE PLAN OR MASONRY AT TO DRAIN 4"x 4"x 16" a � Y 4 BAR wo (1) O'VR4R WITH CURB (1) #5 CONT.�. $" (G.C. VERIFY) 00 r�"` •i 1 , F.F. REINF. i io MARK SIZE DEPTH I REINFORCING CAP. "Iba FSA 11-01,X COW. 1, 0" 2#5 E.W. BOT, 2000 PIA 2'O" X 2'O" 1'-0" 3 #5 E.W. BOT. 7200 W6 7 2-6" X 76" 1'-0" 3 #6 E.W. SOT. 11000 W 3"0" X X-C" 1'-0" 4 #5 E.W. BOT. 150M 1'-0° F8:6... 3'6"X3'6". 1'-0" 4#5E.W. SOT. 2000 4-0" X 4'-0" 1'-0" 5 05 E.W. SOT. 28000 F4.5 4'X W6 6" " 1'-0" .W. 5 #5 EBOT. gq•,pp F5.0 5'-0" X 5'-0" 6 #5 E.W. BOT. 42500 6'-0- x w-0" 1'-0• 7 #6 E.W. BOT. 61500.. 1/2" =1'-C SEE PLAN TYP. SEC. (SEE PLAN) 2 #5 CONT. INSTALL LINING ` •- .x Lj 2 #5 BENT BARS W/ MATERIALS PER °• m w MIN. 25" LAP SPLICE FBGR P2709.2 MUDDED FLR. 180 SLOPED TO DRAIN #5 CONT. MIN. FM14 I SECTION @ RECESS SHOWER 1/2°=1'-0" FM18 TYP. STEP FfG. DETAIL 1/2"=1-0" ALTERNATE: 'REINF THE REINF. BARS SHALL BE GRADE CONTINUOUS AROUND CORNER #5 CONT REINF. SEE PLAN BY COLD BENDING THE BAR WITH SEE FIND. FOR MIN. BAR LAP OF 25" QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. iv REBAR, TYP. U.N.O. (2)#5 REBAR 16" A/C CHASE 4' PVC SLEEVE 2 STORY: 20" X 10" THRU FOOTING W/(3) - #5 GQNT. FM19 TYP. CORNER BAR DETAIL 12"=r-0 FM23 TYP. FND PENETRATION 1/a"=r-D° 1/ STEMWALL SCHEDULE STEMWALL FOOTING DIMENSION NUMBER/SIZE OF BARS LAT. MAXIMUM F.C. SPACING (O.CJ d 1 STORY d 2 STORY b 1 STORY b 2 STORY HEIGHT (h) IN STEM WALL 0'-0"-2'-0' 8" SO" 16" 20" W/(2)#5 BARS <674# W-8" >2'-0"-3' 4" 10" 10" 20" 24" W/ (3) #5 BARS 674# 5'-4" >3 -4" - 4 -0" 12' 12" 32" 32" W/ (4) #5 BARS 845# 4'.0" >4'-0" - 5'-4" 16" 18" 48" 48" W/ (5) #5 BARS CONT. 1162# 2'-8" & #5 ®18" O.C. TRANSV. SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL SEE CHART ABV. A/AX. F.C. d " d SPACING (O.C.) A A r W.W.M. TO BE TIED TO #5 COW. REBAR (1) #5 HORE, CONT. TIED TO EA. VERTICAL REINF. BAR #4 TURN BAR 0 STEM WALLS GREATER THAN 4'-0' (1) #5 HORIZ. CONT. TIED TO " EA. VERTICAL REINF B HN GRAOE-e" MIN. i TO TOP OF STRIP FTG. s COMPACTED CLEAN FILL u IN MAX 12" LIFTS STRIP FTG. W/ QTY OF "MIN. COVER 0 REINF. PER SCHEDULE (3 SHOWN) FMASW I STEM WALL SCHEDULE LEGEND Q - INDICATES SINGLE -STORY FOOTING ® - INDICATES TWO-STORY FOOTING -INDICATES CONCRETE FOOTING NOTES: 1• VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND F.C. ASV, FDN. WALL WHEN STEM WALL EXCEEDS 4'-0" FIBERMESH CAN NOT BE USED AND AN SPACING #4 TURN BARS ARE REQUIRED 0 EACH FILLED CELL LOCATION. EACH BAR TO -SEE NOTE TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM #9 3. IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO CONSTRUCTION FOR MORE INFORMATION 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK FILLING IS TAKING PLACE .C. 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK ® 16" 6. h " O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" C• TALL (TYPICAL ALL CORNERS) 6. IF STEMWALL IS WITH IN 5'-0" OF POOL OR WATER FEATURE FOUNDATIONS TO BE A MINIMUM 12" BELOW BOTTOM OF POOL OR WATER FEATURE. *SEE NOTE 5 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. S.R.403.1.4 MINIMUN DEPTH: ALL EXTERIOR FOOTINGS (BOTTOM) SHALL BE , PLACED AT LEAST 12" BELOW THE UNDISTURBED GROUND SURFACE. 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL NTS r ro a 0 h 0 'a COMP. UNIT IIII� ':.II HOSE BIBB 13,101, 4' 0" 10" n TYP. O CORNERS ■ ■ ■ ---- --- ----------i-------`---------- ■ ■ ■ ■ ■ __________________________________ __.___ HOSE , ' ' , 1 BIBB FM 11 , F2.8 U) F2.5 � ro � STEP DN. 4" N ; i0 , ' FM11 i TUB W.C. ' UNIT' 41LAV i- r iiLAV 3' 1" , Ito L' T W.C. i 00 m 1 I i TUB 8 aYLE6 VARIES I VERIj"'1I'DRAIN I LOCON " F.G. ;SHWR 2' 2" L 12' 10- • - - - - 24' 8" , rr =_ nl , G:op: tT �J..o ,•� LLB -JJ. , - a _ 0 9 12' 111' o ROVIDE CHASE ' ' FOR HVAC UNIT ; VERIFY LOCATION ' ' 1 ' r , FMOI 1 O Ll� 9l0 — FM01 I I 3 ' WASH ; -`--, O 00 STEP DN. 4" ' r H. FM11 ; 3 , FM02 `--------------------� , LL STEP DN. 5%" , is Oo r3 C.J. -------------------------------- a� 3, 8., "___`y _______ F2.5 i 4„ FM09 ; o 3 ro -------------------------a---------------------- (2) #5 BARS W/IN- EACH F.C. TYP. 0 EA. 16, 0" SIDE OF OPENING FOUNDATION PLAN SCALE: 1/4' =1'-0" ALL ELEVATIONS FILE i J,� No ST86A• ••��=r o LU N * OF Lu N L O m i 3 F-- G 5 y c gggY c a 00 a�� W Lj C IT 0t 2F`oa■ F_ vF0V6ENG.cON1 ❑ ❑ ❑ Y O Z Z ~ � � M S y A1■ c vli/ a � � 'II►�Y—T/l! L � � a 7 s � a z 00 w W Q o m MI m � w off pu IDAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: a b N e7 O a 0 � 'a a O LO g z _DLO LU E 1 +O m / C z �� � m ( Lr) P . OMLuZ) (,Dyl o h J m c U) LO u Model Name / Number: 1820 Plan Issue Date: N Thursday, March 19, 2020 c � V� KA PROJECT NUMBER: 20-1841 Sheet: Of', H FOUNDATION PLAN LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 1820 x 3 5460 �PLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 200 GEN LIGHT'G & RECEPT. + APP. CIR. = 34,010 SUBTRACT 100% OF FIRST 10,000-10,000 A= 24,010 HVAC CIRCUITS A/C (AIR,HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP.) 101000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS 0 100% = 10,000 + 4096 OF "A" = (.40 x 24,010) = 9,604 + 100% OF 11B" = (20,000) = 20,000 TOTAL WATTAGE = 39,604 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 165 1 1/2" VTR TO SANITARY SEWER T USE 2 RED HEADS TO ANCHOR WALL EDGE �y 2x6 WALL (FLOOR TO CEILING) 2'-8" TERNATIVE PROTECTION BARRIERI N.T.S. PLUMBING RISER NOTE: ALL PLUMBING RISERS ARE TO BE VERIFIED w/ PLUMBING CONTRACTOR 'C VERIFY LOCATION VGF1 IN FIELD It DISCO—NNJET 1: I III/\\\I/// a Lu Lu Z� Q V d W J W BIBB 'HY `FY I. I� INSTALL FADE BOX PREWIRE INSTALL FAN 4\'P OX PREWIRE GFI INSTALL FAN BOX PREWIRE.,_, ----'---------- - ---- ----------------------------- - --- ---- I I � I , I I I , I i , CM � CM � YW II o GFI ,i 'N-I i Fl o O o --- --- --- ------- I d, FAN , i , � INSTALL FAN �\\ PREWIRE i1A ' BOX PREWIRE E \ I � I I I I I 20 !. h - G -GFI------- GFI-I__-__._I 'GFI GEI GFI C- = ISP 220 r— - - - - -- _.'__ I , HOOD MICRO/ FOR D/W I I GFI /CEN. OF WALL o z I ; I / ---�-- � I(220 1 I rr• i I GFl \ I GFl GFI @ ELECTRICAL PB W.H. 220 42" AFF PANEL (d) , \ ATTIC ELECTRIC a� IF REQ'D BY CODE - NSTALL FAN BOX PREWIRE W �ZZ. 1 C of zz�-t8' �' 1 DOOR I r1cwµ+ Y/,/ / BELL yITii .K , f I a -or- GFl GFI "A WP 1 42" AFF ' 0 m y w FOR GARAGE I GFI F a wy o a DOOR OPENER „ z880om n \ \NOTE: a KEEP COACH LITES OUT OF BANDING, QUOINS, AND ROUND COLUMNS WHEN ' POSSIBLE. REFER TO ELEVATION COACH FOR TRIM. / LIGHT I , La /. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _J COACH COACH LIGHT LIGHT ELECTRICAL PLAN SCALE: 1/4" =1'-O" ALL ELEVATIONS ELECTRICAL NOTES. UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" ARE (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 LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCIs (ARC FAULT 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 7044. SUCH DEVISES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 8. COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE PERMITTED IF EACH MEETS THE APPLICABLE UL STANDARD. 9. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 10. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 11. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 12. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2017 THAT HAS A MINIMUM SOUND PRESSURE RATING OF 85 dBA AT 10 FEET, AND EITHER HARDWIRED OR OF THE PLUG-IN TYPE. THE EXIT ALARM SHALL PRODUCE A CONTINUOUS AUDIBLE WARNING WHEN THE DOOR OR WINDOW ARE OPENED. 1.3. 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 OUTLESTS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THE 121, FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. PER 6th EDITION FBC-R E3902.6 14. IN ALL AREAS SPECIFIED IN N.E.C. 210.52 AND IN 6th EDITION FBCR E3901, ALL 125 VOLT, 15 AND 20 AMPERE RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. PER 6th EDITION FBCR E4002.14 AND NEC 406.12(A) 15. RECEPTACLE OUTLET IN GARAGE FOR GARAGE DOOR OPENER TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI). 16. ALL PERMANENT INTERIOR AND EXTERIOR LIGHT FIXTURES TO BE 100% CFL BULBS ELECTRICAL LEGEND (9 SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH FLOOD LIGHT $4 FOUR-WAY SWITCH `/ U �DM DIMMER SWITCH FLUORESCENT LIGHTING (� CEILING MOUNTED FIXTURE _n ri TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE 110 VOLT DUPLEX OUTLET o CEILING FAN 4b 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT U) Lu ' g DOOR BELL CHIMES (� WP WATER PROOF W/ GROUND FAULT 0 220 VOLT OUTLET (E�_ DOOR BELL It SPECIAL SERVICES OUTLET D0 P DISPOSAL N❑ T.V. CABLE OUTLET DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING J JUNCTION 80X WATER PROOF RECESSED LIGHTING O THERMOSTAT ® BATH FAN O LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT PC INTERCOM SYSTEM L.E.D. DISC LIGHT mi GARAGE DOOR PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED SAME AS UNDERGROUND WITH EL RICAL ONTRACTOR 200 AMP SERVICE 200 = 2/0 COPPER OR 410 ALUMN. IN 2" CONDUIT METER MAIN DISCONNECT 200 AMP NO DISCONNECT UNDERGROUND SERVICE 8V POWER COMPANY 914 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL #12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE INTERSYSTEM # S TO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER 8) APPROVED GROUNDING ROD W/ MIN, 8' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIALAND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. 1= 1. a ,IF 0 0 N 01 0 t2 n H C m 0 a 0 m F 1 -3 w fgU4 a a S OF aZ H m ro 2N i��d�a 0 tl p y WWW.RIBEVG.CCM ❑ 0 ❑ U 0 0 m o -z_ a o J rli U a — Y n � a w— o E u p �In (6 V m N E k- Op o ~�ai Fz ¢moo `\nwMAIIIIIIIL30%zalw FLORIDA CONTRACTORS LICENSE NO. CRC1330146 a" 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: o M v O a n g z O �tJLD LIJ O M o > t~ r GY Bo � ei Iff .3: m z Lo _jMW(n LO vi 9 VI Model Name / Number: 1820 VI Plan Issue Date: Thursday, March 19, 2020 VI KA PROJECT NUMBER: Y 20-184.1 Sheet: /S Of: o a 4 bib .�F ELECTRICAL PLAN VENTILATION CALCULATION Formula = SF / 300 / 2 * 1A4 = net eq Inches of venting needed equally for intake and exhaust 12 48". OFF RIDGE VENT 48"OFF RIDGE VENT 6� 48" OFF RIDGE VENT Soffit product provides 4.12 net sq in / sf Ridge vent provides 18.00 net sq in/If Off ridge vent provides 138.60 net sq in/sf Overhang distance 1.33 ft S. F.ofArea to be vented (SF) 2409 s.f. Total needed for exhaust for upper 1/3 578 netsginches Total needed for intake (soffit area, lowe r). 578 net sq inches Number of Off Ridge Vents for upped/3needed 4 LF. of. Ridge. Vent needed (can be used in combo with ORV) 32 Lineal Feet Of Soffit. needed to meet required 105 Uneal'S.re providecl by plan I 210 N TnD nC QI (1!`U � TnD nD QI nnu W'DOW HEAD HGT R ■ LITE TEXTURED DECORATIVE ❑ ■ " 9 ro CEMENTITIOUS COATING W 33/2 SH FIN. F-R. 25 SH DEL 25 SH FIN. FLR. BEARING ® ENTRY TOP OF BLOCK Q) co FIN. FLR_I_ - _ 12 61 48" OFF RIDGE VENT DBL 25 SH — ro 25 SH LEFT ELEVATION "D" SCALE: 1/4" =1'-O" LITE TEXTURED DECORATIVE CEMENTITIOUS COATING RIGHT ELEVATION "D" SCALE: 1/4" = V-O' FALSE DECO. SHUTTERS - SEE DET. ON THIS SHEET 4 X 12 BRACKETS ifl DENOTES iv FLASHING LINE \ ...... TOP QF BLOCK _ m ti TOP OF QI nru FIN FLR. a0 t0 W'DOW HEAD HGT 25 SH LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 25 SH DBL 25 SH 2868 FRENCH DOOR REAR ELEVATION SCALE: 1/4" =1'-O" TOP OF'BLC 4 EO 12 8 a m IIH to toN d �wmg F ILQ bo (2rHwm IJi C� Ii Q�mmz a �6 ¢ $g£ Q�s 3 �e N tL 13 a }wj z J, U v Z ry eo Z M p a (Qp� ~ Z Q c Q C 3 D_ — Y C z Q W F E �u — w Oin c m U w w a E OD '. U ao� 04m a DAMS HOMISS N D FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE:PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: m IIIW�u irate �PII TIM N W -roil ❑�❑�nuill �FE-1 1 1 1^ to TI to L R Z i V Lf) a- q " p _I LLJ op OD 0iD _ M (n (!) VT Model Name / Number: M �MEl0El� ---- DBL26SH --.--- N. . FIFLR - — 16' X 7' 32 PANEL OVERHEAD DOOR 3068 DOOR W/ (2)1068" S.L. AND 16" H TRANI. ABV, LITE TEXTURED DECORATIVE CEMENTITIOUS COATING DOOR STYLE MAY VARY REFER TO SPECIFICATIONS FRONT ELEVATION "D" SCALE: 1/4" =1'-O" FILE CC N 1820 .5 VI Plan Issue Date: Thursday, March 19, 2020 WV I KA PROJECT NUMBER: 20-184:L n o, Sheet: y ELEVATIONS SEE DET. TBO3 G.C. TO PRI BLOCKING' W/ APA REI FOR SPAN I 7/16- OSS SEE "HIP/R BLOCKING" O w x 20'-0" MAX 20'-0" MAX ** ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/1.6 IS THE SPAN RATING. THE SHEATHING THICKNESS IS 15/32".) IF 15/32" IS USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP SECTIONS EQ. W O CONTINUOUS BOTTOM CHORD "X" BRACE SEE BRACING 2 X 4 MIN. SEE DETAIL TB04- - - )VIDE DETAIL TB01 � '0 COMPLY ;OMENDATIONS- IATING OF ti - Q IDGE - e _ DETAIL - - Q g - - - 4 Z _ D R `a O � a q V I # # w EQ. TOP & BOTTOM CHORD GABLE END BRACING 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TB05 REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTs 4 FT. ------------------ ----------------------------------. 1 I � _ I � 4 FT. OI O xO x"I I � x xx O2', ------------------------------------------------- 5 FF, 4 FT. v I O 5 F�. 4 Ff. O2 `' ' I 2 4 FT. O O -- - -4 FT. 0 ----- - 0 4 O ROOF NAILING ZONE DIAGRAM O NAILAT BASE 2 ROWS @W O.C. W/8d COMMON NAIL ROOF NAILING. SCHEDULE: O NAIL AT TOP PLATE TWO ROWS @4"D.C.W/8dCOMMON NAIL NAILING ZONES (SHINGLE AND TILE) O.. NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND6" O.0 IN FIELD O NAIL INT. AT 3" O.C. W/ 8d COMMON NAIL ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O,C IN FIELD O STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING W/8dCOMMON NAIL SHANK NAILS) O PLYWOOD SPLICES @ HEADER "NAIL SHEATHING TO HEADER NOTE: WI 8d COMMON NAILS @ 4" O.C. 7/16" OSB MIN. (SHINGLES) SPAN RATED 24116 GU (2) ad NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL OR ROOF SHEATHING: (APARATED EXPOSURE 1)15132" OR GREATER MEMBER IF GABLE END COX PLYWOOD (TILE) NOTE( 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2112 SHEATHING MAYBE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE PERNAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO MORE THAN 1/8". STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM 1/8" SPACE IS ALTERNATE PANEL WALL SYSTEM (PREFAB) ATTACH WALL SHEATHING W/ RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW 16GA x 13/4" STAPLES & 2" O.C. ON EDGE &.4" O.C, IN FIELD. FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8' 15/32" OSB (2)-2x TOP PLATE 15/32" CSB EXPOSUREI EXPOSUREI BEYOND SHEATHING SHEATHING II 11 11 I I It II SOLID 2x II I I I If II BLOCKING @ ALL II II III 11 II II IfSHEATHING y 11 II III I I If II j EDGES (SEE CI ~ II II II I I II C II SECTIONX-X)PROVIDE I II III OPENING III II BLOCKING AS _ _ _ UU REQUIRED PER II III III I II I I w a SECTION X-X IF NOTFULL HEIGHT SHEET II II III III II II II II II II I II III II II II I II II II = w �Wo�_ K Oo n__I� I if II 111 11 II it I I If 11 It 11 BEYOND. IS } 0 �1 m u f l II SEE PLAN z �riwOp p~ ® LOOR SYSTE III I I I I . I I 11 II II U. y � . W LL SHEATHING 2X4 P.T. BASE 2x RIBBON PLATE BEYOND OR VERTICAL HORIZONTAL SEE PLAN BLOCKING WALL ELEVATION DIAGRAM BETWEEN 'S" = NAIL FLOOR SPACING SYSTEM AT ALL PANEL BLOCKING /8" LOCATIONS MIN 2 X4 #2 SPF IS" TURNED VERTICAL W/ 7/16" FLITCH PLATE TO W/ (2) 12d TOENAILS EA END. NAIL FLITCH PLATE TO VERTICAL I S 4"1/Z" I 3 12" W/ (4) 8d NAILS ILL S �2" ALTERNATING 11 STAGGERED 3" O.C. SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING BLOCKING SECTION X-X *CONTRACTOR TO INSTALL EITHER HORIZONTAL OR VERTICAL BLOCKING AS SHOWN, BOTH ARE ADEQUATE TB13 WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N,T.S. TYP.A CONNECTOR SCHEDULE FOR: ADAMS HOMES -1820 ELEV0 TRUSS ID BEARING TRUSS ACTUAL CONNECTOR ID CONNECTOR UPLIFT FASTENERS NOTES POINT .UPLIFT DESIGN RATING CIV CSV, El, E7V,.H7, H7V L/ R -307 #or less HETA16 / PER TRUSS MFG 1810# (9) 10d x 1-1/2" A01- A06; AIDS, AID, DOI, DOB L/R -804#or less HETA15 / HETA16 '1810#/1810#- (9)SOdx (9) 10d x 1-1/2" 1810#/ 1040#/ IS) 10d x 1-1/2" All, A24 L/M/R -932#or less HETA16/HSOA/HETA16 (18)10d x 1-1/2' 1810#.. (9) 10d x 1-1/2" BO1B L./R -834#or less - H10A/HETA16 1040#/1810# (18)10dx 1-1/2" (9) 10d x 1-1/2" 1040#/ 1810#/ (18) 10d x 1-1/2" BO1, BOlA BI1 L/M/R -615#or less H10A/HETA16/HETA16 (9)30dx 1-1/2" 1810# (9) 30d x 1-112" ' (9) 30d x 1-1/2" A07 L/M/M/R -715#or less HETA16/(2)MTS12/(2)MTS12/ 1810#/1980#/ (28)10dx 1-1/2" HETA 16 1980# / 1810# (28) SOd x 1-1/2" (9) Ind x 11/2 (10) 10d x I -Ilk A08 L/.M/M/R -1859#or less (2)HETA16/(2)HTS20/(2)HT520 1920#/2620#/ (48)10d x 11/21,°' / (2)HETA16 2620#/1920# (48)10d x 1-1/2H' ' (10)10dx11/24' TRUSS MANUFACTURER: PROBUILD DATE OF LAYOUT: DATE OF TRUSS CUT SHEETS:_ 1'Xd19. L LEFT, R= RIGHT &M= MIDDLE BEARI NGS. BEARING LOCATIONS ARE REFERENCED TO TRUSS MANUFACTURER'S TRUSS DRAWINGS, r ALL CONNECTORS ARE SIMPSON PRODUCTS OR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 Email f Y61WINAN 3/12 VLT A07 RAW ad re IBM 110F TRUSS LAYOUT "U" GE21 S4 Ovd m: J.7v =AN' SIMPSON- CONNECTOR SCHEDULE TYPE CONNECTOR A FASTENERS SPIF 9YP FRAMETO 1£1'A18W RIM. 1 Vr OF1 MASONRY HEM) W (9)MA I Me FRAMES TO L125AW(IOIB NNUS 535 SB5 OFRAMETO MASONRY OFRAMFTO MASONRY FRAMETO MASONRY FRAME TO MASONRY, FRAME ©FRAME TO MASONRY, wxI1w 1Wb 1000 ATZPLYTRUSSES v IATEXTERM 3) l2d TOENAILS 580 NO MB' ATR W IT 333D MEE, sDN rear EPoxv 12"(AT EXTERIOR (8)12d TOENAILS 1296 tS10 VT HAT EXTERIOR 2490 2B2B (8)12d TOENAL9 i AND(2)W A.T.R. M 81MPSgH'9ET' 10090 FOR38L'r) DBWOODBCREWS 9600 472E ro AHCiMRSOLT9 SINKERS rEN2 17M 20M )IM 9M 39(14) QFLYTRl19B) 950DM. 408DM 406" IFORMANIF" 350OW Lr MSECRENfl i(LRYTRUB ` 473" ml1 65704.1 amB USP- CONNECTOR SCHEDULE CONNECTOR B FASTENERS SPP Sw HTA18W(10)10dx1 WOR HTA2D W (t0)iW x 110 1688 1870 R AW(10)BINAILS 515 SEE NT15AYM7rN x i 1W Boa 102U W(flU10dx 11/2-AT2PLYTRUSSES 935 106) 2 M114)1W. 11/T(AT EXTERIOR 1006 IIBE RON INCLUDE o) IZd mENMLB 5 W=)l W HALE AND 69F AT.R W . iEDMENT W SIMPBON'8Fr EPDXY M WTN)IO6ii1N'(ATEXTEMDR ATIONInauce p2dTDENnas 12&8 1530 V20WR4AIIUdxIV£IAT fXTERXxR 2570 3000 ION INCLUDE (8)I2d TOBNAIL9 (FA) W (10)10E NAILS AM (2)SB" AT.R. "EMBEW.1ENr W91MP90N'9ET' 7020 97M EPoxYBucrsFGR 34+L`n W (12) WS5 WOOD SCr(EIY8 AND 71M $10" aMoc 8480M waDP © BEAMTO MASONRY! XW6VYI NU.vto11PoNAIL90 (12)1/4"x 2374'TITEN(TO RYAS.) %Iw a#]EpD HN80PT HU46W(8)t06NML3& 02 FRAME OR (12116d&18110tl (FOR FPN.E) UMMKI SYP.F MISS SYP48 (12) Ilr x 2 We TAPCONS(TO MAIL) OR OW ted B(e110d (FOR FRAME) W1030 1M1030 S U#850 U8M0 SYP-L (2) HERAI B OPT(2I HETA20 t92o t920 (2)WA/60PT(2)WA20 lB]0 MOFRAMETO MASONRY 1-RYw/(10)10dx 1 HIP OR 236E 238E 1-PLY w/(t0)10d x 11/2" OR 24N 2.PLYW1HUM 2-PLYW(I2). HTSI&18 w)(911M NAILS AND (4) 19'N2114' WE 1110 NVWMIS W(BII W NAGS AND(4)114'xt 3M' 110 1226 TO TAPWNS WEDGE -BOLT OFRAME MASONRY HRMM W(10)1W NAILS AND(4)1/4'k 1W 08 1110 OR TAPWNB TWM20 wl itD)IN NAL9 AND (4) 1Mx13N' WEDGE.BOLT II46 1226 OFRAME P TO 41M W(8) ad x11W NAILS AND (2) SSW MASONRY TITAN HD FRAME TO DTT2ZW(8)lm. tin-WSMUD DTB-T2 W(a) 1M x0,?W915 moo 0 AIRY, 6MEW6 AND (1) VZ 6 ATA EPDXED WI 1835 2145 S0FEW5AFDrUIWBAT.REPOAEDW 1510 IBM SIMPSON°SET" EENDTEA SIMPEON"9E1"SEENOTEA ro 4TT5 W(26)1W0 IRA' NAILS AND (1) 6M 6 HTT45W(26)IWx21WNMALSAND(U ®FRAME �M�. ATR. EPDXIED WI SIMPSON Ter 437E 5090 SIB'S ATFL EPO)UEDwi vws0N"SET SEES (SEE NOTEA BELOWI IEEE NOTEA BEI OWI FRAMETO MT4W(19)1Ud 1W MAKE AND (1) N8'8 H7TI6W RN 16dx2IITNAL9 PND lit © MAM)NRY ATREPDXIED.161MPSON'SEr 3640 42M Wr9AT.R EPDXIEDW/SIMPSONreEr 410 (SEE NOIEA EII IEEE NOTE A BELOW O FRAME To FRAME HIOSw/(24)100xi If WAILS 788 910 LLWI W (23)Sdx111T NAILS IDS 100 OFRAME TO Md9KT"Y(4)19V W9DRMOD RII6MW(9)t0dx117TNMLSB MASONRY 6CFJEW6&(5)IWx2l1e TAPC0% no M 14)1M'x t OMTAPCON6 1395 1395 TOVGTW(1B)1/4"x3'BD6WWDSCREW58 OFRAME V MASONRY III MB9AT.R EPDXIEDWSLAP80N"SEr M65 49W W 17 MIN EMBEDMENT TO (2)VGTW i32) 1M'XJ BDSWOODSCREWS OFRAME MASIFY 80O5B'B AT K EPDXIED /SINPSON 6170 TIES "SEP W/IT MIN EMMOMEn FRAME TO wTW 161/41TSDS WOOD 90, HDU4MM5W(I0) WX210BDSW000 3285 468E MUGT15WI22110tl NML88HTT45 W(18) .FRAME BCREWS&IU D&"e AT.R. tOtl NML88117BPo'BAT.R. 41M OFRAME Y TO (4)HTiB W(6RI 18d111/Y'NAIL9a 437E SM (2)IM46W(62)166'x2IWNAHS FRAME (1) WE AM IEEE NOTE A) & N I WE AT.R(am NOTE A) - �5 neue°e, n,MwemnR un"eR. 1 CONNECTALL FLODRTRUSSES TO INTERIOR BEARING WOW WALLS/ BEAM6W10) 12d TOENAILS. 2 ALLTRUS9 TO TRUSS CIXMWCTION9 ARE PROVIDED EYTH W MANUFACTURER LAO ON PLAN, 1 G.C. MAY LIRA EITHER EIMPSON OR USPOONNECTIONS. BEE FRAMING PLAN FOR CONNECTOR CALL OUT. 4. FOR SINGLE PLYTRUSSES,$CAR ON FULL WIGHT Sw 41 T'WTOTRUSE WRTICAL WEB W(2) ROWSOF 1W W IS 03.O.C. STAGGERED. 5. MINIMUMAT.REMMDMENT:B' EMBEDMENT FOR IWATALeEMSEDMEXT FM&FAT.R. a' EMBEDMENT FOR 72"A.T.R#FAT STEP, DEPTH IS FROM LOWER SIAS). A 5CAa TRUSS CHORDW 4'A"2x SYP#2(MATCH CHORD LIMIBER SIZE)w112)HUM 10d ®4" FROM END a T0.C. STAGGERED; CFIJTERAT CONNECTOR LOCATION AS MUCH AS POSSIELE. OA MIWMM WNNECTC3 UNOON FRAMING%AN 1. CONNECTION FOR ALL ROOT/FLWRTRUSSESTO MASONRY WAUUUUMENOF WAILS UIW ON PLAN 2, CONWCTONAT24"ORB2.O.OPMMKVfATMSFORMLFLOO USW$PAR ELTOMASONRY WALLS BEE DETAIL RIM3.1 FOR MORE INFORMATION A CONNECTION FOR NL HIP JACK (CORNER JACK) TO MASONRY WALUMCF WALLSUNTELS 4. CONNECTION FOR ALL CONTINUWB RIM BWRO TO TOP OF MA90NRYAT OT' O.D MAX W(2) AT E4Ci CORNER. G.C. TO VERIFY LOCATION DOES NOT CONRJCT w0TJI OF APPLICABLE) LAYWT 5. CONFECT ALL FLOOR TRUSMS TO INTERIOR BEARNG WOW WMUBFAMS WI(2)IU TONA1LS © MIWMAL CONNECTOR UNOON FRAMII4GPWX 1, CONNECTION FOR JACKTRl193roWOW WAIL OR BEAM ROOF FRAMING NOTES 1. SHINGLE ROOFING SYSTEM OVER MIN. 7/16" OSB ON PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C, MAX. (SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPE AND OTHER INFORMATION. 2. THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2x4 #2 SYP WITH (3) SOd TOENAILS EACH END, THE SHEATHING IS TO BE NAILED WITH 8d NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 - - - NOTE TO FRAMER - - - IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A'GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R. ) )FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS. NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FDS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEETS-4 C.M.U. OR ICF WALL ° SEE TYP. WALL SECTION 2x4 P.T. FASTEN TO C.M.U. W/ 11/2" LONG T-NAILS � 2'-0" O.C. SECUREJCHANNEL 012" O.C. METAL DRIP EDGE 2 x SUB -FASCIA ALUM FASCIA TIF110 G.C. SHALL VERIFY SOFFIT MATERIAL CAPACITY TO RESIST THE DESIGN PRESSURES qjK SPECIFIED FOR COMPONENTS AND CLADDING WIND PRESSURE TYPICAL SOFFIT SUPPORT DETAIL 3/4"=r-a ■ - 2 del m'I N RI 2.5 8g W , � ro Z ip E4 441 D�dN7m$ $ m 9a w, i 5 2 14 ltJ Mj N °' a z. §�_€g 13m 2TJ8 16 C Qts`o8�O U0 2 n mu Ids o a a y y r WWW.FWENG.COM ❑ ❑ ❑ M z ro I�1 Z N O W z m Z ° c Q Q pFS a W Y C E U 1 ;4q I w o z L c On v � H wO{N0 Ra C �? FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA, 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: O a z N a �( W 0 N = LO d \ r• o r m /�" Z ��c�m LD a Q J/y� LLJ m LO o LL _I W c// V) TT Model Name / Number: 1820 Plan Issue Date: Thursday, March 19, 2020 VI KA PROJECT NUMBER: s 20-1841 Sheet: ^ Of: .°3 VN N ROOF PLAN D LINTEL BEAM: — 1 COURSE LINTEL BLACK W/ 1 # 5 NON-SHEARWALL SEGMENT BAR 1113000 PSI GROUT, 526 LAP80) 10 1 1 I TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. FILLED CELL: FILL SLK. CELLS WITH 3000 P.S.I. GROUT ONE #5 0 LOCATIONS SHOWN ON THE FOUNDATION CONC. SLAB SEE PLAN AND FLOOR PLAN. FOUNDATION PLAN MIN. LAP 25- (ACI 630) FOR MORE INFO TOP OF SLAB W'. MS021 TYPICAL SHEAR WALL SECTION N.T.S. TYP. TIE BEAM W/3000 P.S.I. CONIC. W/1 #5 REBAR CONT. SIMPSON SP4 W/(6) -100 X 11/2 SP6 OR Si FOR 2x6 AND 2x8 WALLS L'ei A DOUBLE 2xTOP PLATE STANDARD HOOKS SEE MS05 FOR MORE INFO TYP. FILLED CELL W/30DO I P.S.I. CONC. W/1 #5 REBAR VERT. Z(3) ING WALL ARWALLME WALL .YP/SPF P.T. W/ X 8" "1 BOLTS OR (3)1/2X 6° EXPANSION ANCHORS OR (6) 3" X 1/4' TAPCONS OR S' (8) 2 7/8" HILTI Ti NAILS 2x BASE PLATE SEE PLAN FOR MORE INFO n fin r fish nrTAn N.T.S. 20' MIN. LAP #5 REINF. BAR 103 OR 04 REINFORCING T) BAR #R R #d 1 An SPLICE „ 25�" MIN. LAP #5 STD. 90° HOOK �/—... —• #5� REINFORCING BAR #5 1 AP SPL ICE SCALE:1".1'O" " M #6 REINFORCING BAR a GRADE #6 LAP SPLICE MS05 I REBAR SPLICE DETAIL - GRADE 40 I N.T.S. ATTACHMENT RE UIREMENTS SIZE TAPCONS SPACING #ROWS 2 x 4 1/4" X 2114" 12" O,C. 1 2 x 6 1/4" X 2-A" 12- O.G. 2 2 x 8 1/4' X tab" 12' O.C. 2 NOTE: TAPOONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. MFl—�_-- > BUCKS W/ ; 1/2" O.B.B. BETWEEN ; FASTEN PT i. NALER TO MASONRY IF DOUBLE 2X NAILER IS USED, USE 1/4"X 4 1/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED MS11 2x BUCK DETAIL N.T.S. O u O O ALL ELEVATIONS O �1 LVY agdR jpA r. •Y Y tlVM iii /3:: �, Ie19LR Ar pm -on GGki.x wauvm v+or+on rmxroeuxa 'IIyYdCIWLL FRovmm ix uvm. KFY¢I®) a•nonwy wmn, TYPE DESIGNATION F. FlLL®LL1TX dlglT/p.�flLLEC r� OIAMIM1' GF Pa9PR P- 1 Pei°F LMSL CPNIT S1jF16-IP3/IT NOW4l Lt�l'J J LWpNTm Q' NO INI Wei RadR di TOT' MATERIALS 1. Po precast Ilmels = 35M psi. 2. Tc prestressed Ilmels=8D00 pet. 3. Pc grout= 3000 pa W/ madmaln 3/8' aggregate. 4. Concrete masonry units (CMU) par ASTM 090 w/ ,niNmum net area compreselva Strength" 1900 psl. 5. Rater provided! In gaceat Intel per ASTM A615 Gli 6. Fiald rater per ASTM ABSB GR40 N Gli Prestressing strand parASTM A416 greda Va Im relexatbn. 7. 1/32 wire per ASfM AULD. 8. Mortar per ASW 0270 type M or S. GENERAL NOTES 1. Provide full mods heed and bad joints. 2. Shore filled fintals as required. 3. nsmlimian of ifinel mi comply with the amMectural end/or structural drawings. 4. I-Imas are manufactured with 511 long notches at me antla to accommodate vertical cell reinforcing and grouting. 5. NI Ilmels meet or exceed Li venloal defieetlon, except Ilmels 17'4" and longer With a non root height of S° meet ar ennead Li 6. Bottom field added refer to be boated at the bottom of the label cavity. T. 7/32' chambel'wlte stcupe are leaned to the bottom Mel for mechanical anchors&. B. Castin plats cmcrete may be aeVided in composite lintel In lieu of concrete masonry ynits, 9. Sara load mtMgs based On mines] design analysis par ACI 318 and ACI 530 10.1-imel mi depths are celled nut on limed plan. If camainer installs a deeper lintel then Indicated on the plan° doing this Increases the strength of the lintel and is appeca ed without angmaeI lg fatter. ff a smaller annual Is r slelled contact FOR for approval. SAFE LOAD TABLE NOTES I. All values began on minimum 4- tearing. EXception: Sofa loads for unfilled Ini must be reduced by 20%If beading length Is lase than 0-1/2'. Safe loads for al recessed lintels based on 8' nominal peeling. 2. N.R. - Net Rated. 3. Safe bads ere Url superimposed allowable load on the semion specified, 4. Safe loads based an grade 40 a grade 60 field rater. 5. Aticltlmel lateral load ca a ily can be oblalne l by the deaul by providing addional reinforced ma San y above the precast lintel, 8. One #7 rater may be fulowhuted for two F5 occurs In 8' Ilmels only. 7. The designer may evaluate concentrated In." from the ..is leatl tables by tabulating the n admum resisWg moment and shear M claway from the face of support. 8, For composite Intel hel@tts sot Shown, me safe load fran rent nova height. 9. All safe foods In Inuits Of Pounds par linear rant. HURRICANE ANCHORS (TYP.)► REBAR ON BOTH SIDES OF OPENING U.N.O. PROWOE KNOCK -OUT BLOCK FOR FIRST COMPLETE CMU COURSE BELOW SILL #, FILL SOLID W/ (1) 46 BAR FOR ALL WINDOW OPENINGS 6'•8" 'U" LINTEL w/ 3000M CONC, —GROUT SHALL BE FLUSH THE SEE FOR CONlY2ETE / WITH TOP OF WALL 'HEDULE FOR REQUIRED //// EMENT W 10' /--STD. 90 HOOK STD. 90 DEGREE B ANGLE 8000 pi T CONICR. W/1 K 0 77 1 REBA I M 1®®— TYP. BOND BEAM I i fr' "S" x 16" K.O. h LINTEL BLOCK FILL W/3000P51. , CONC. W/1 #5 OW. F RESAR I , , NDICATES FILLED CELL FROM. FTG. TO , BEAM WITH 1 #5 BAR MIN. h TYP. DOWEL 25 MIN. LAP (ACI 530) , SEE FOUNDATION PLAN SEE FOUNDATION PLAN FOR LOCATIONS J I C C IVIS01 I BLOCK WALL REINFORCEMENT \ �L�U l h� 6 �I.l O�SA P'D"ia 3 v �,' � Jam; n4 �t C � D Ui fib no P no ME C� ,i�°fj'aoas �w , tls gig► 1ro�i y � a IN no INIig °° m n Bafi� OAS^8 0. t N in— W N m � e`m S H Y�I g� H `R' ¢ DO C w5 w IL m m b I9n 0 C O tO Z � O � o WWW.RySFNG.CgN 0011 i > VI 0 i Z N M 0 , Z to .O Z0ao J a V ! z n ( Ti Q py 0 W0 W a U Ed C4 E h aim H � fnW) Q. Mon �g� 1�� r ALI= NON1`1 rhT i FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE jV Job Information: a r O a z 0 to C W N C \ m LD 3 (a :? z t—�Umto p OJLtJ= M o JMU)U7 Ln" VI Model Name / Number: 1820 VT Plan Issue Date: Thursday, March 19, 2020 VI KA PROJECT NUMBER: 204841 ' Sheet: � w Of: I i■L 0 LINTEL PLANT f 2x6 #2 SYP P.T. 0 SIMPSON HETA 16 W/ (2)'WNY EACH END SEE FLOOR PLAN WEDGEANCHOR 0 FOR BEAM SPEC. c OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT U W/ WASHER. MIN. 6 PER TRACK TO JAMB. : • .' (5) 1/2" D IA. x 8" 1/2" X 8" A.B. W/2" o 0 "J" BOLTS WASHERS SET IN FILLED CELL W/ #5 TYP. FILLED CELL 2 VERTICAL MIN. 5 PER JAMB. o ~ L SECTIONAL ® OVERHEAD N 8 DOOR WOOD P.T. #2 a SYP2"X6 P TRIM o t, o ai'Iunnrrps • °I. •„ o 2"x6" P.T. WOOD JAMB ry• E v p�g4 dam' N a ��•'••• +o• t`Io m O DOOR AND CONNECTION PER J _ - x :LLI " GARAGE DOOR MANUFACTURER GARAGE SLAB o a y 0 d v TYP. GARAGE DOOR A3 q`��' m 'sew �•. t1 R TRACK MOUNTING DETAIL ',,rs; W `;,,•� o ` ,rP?i0 1ZIi9F4 'O NOTE: DETAIL CD22 / 3-2 MAY BE SUBSITUTED FOR THIS ' DETAIL- UNLESS NOTED OTHERWISE .6 t m U MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.Ts. CD21 ENTRY CMU COLUMN/BEAM N.T.S. g v n S c EE " 'o co v $§ a� i0 w N 1- YC 8go Ly 6 8.igb 0 g'd'Qc D O� tVV O'I LL lY LL b D m U '.�m�ti Wi�m�9G g52c a mft€ P' QScV BLOWN -IN R-30 INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH g LL g 19 a �� a a¢ s g c PERMIT APPLICATION PROVIDE BAFFLES O o "� m BLOWN -IN R•30INSULATION PER FBC AND ENERGY FORM SUBMITTED AT EAVES (FOR VENTED ATTICS) 12 FIBERGLASS SHINGLES OR s " III 8 m s p m J C 12 WITH PERMIT APPLICATION ' S Ea8• SEE PLAN PROVIDE BAFFLES AT EAVES SEE PLAN TILE ROOF (PER ELEVATION) OVER APPROVED UNDERLAYMENT � a ?: � 0 a u � o y 8 a o (FOR VENTED ATTICS) PER FBCR 905.1.1 OVER APA o u R � s W e 5 ° FIBERGLASS SHINGLES OR PRE ENGINEERED WOOD RATED STRUCTURAL SHEATHING TRUSSES @ 24" 0 C. ya vnvw.wservc.caa ❑ ❑ ❑ TILE ROOF (PER ELEVATION) OVER APPOVED UNDERLAYMENT PER FBCR 905.1.1 OVER APA (SEE STRUCTURAL NOTES _ FASTENED TO TRUSSES PER ROOF I, 11 " I Ii, NAILING SCHEDULE) Z ry RATED STRUCTURAL SHEATHING --- TRUSS ANCHOR (SEE PLAN) PRE-ENG. WOOD :. m Z ( TRUSSES @ 24" O.C. SEE STRUCTURAL NOTES • FASTENED TO TRUSSES PER ROOF " " SEE PLAN FOR — - - _ _ - BRG. HT. 3 Z m a ' NAILING SCHEDULE) 1 "' 1 TRUSS ANCHOR (SEE PLAN) nTml- 1/2' DRYWALL— FELT PAPER OR • • ' ETAL DRIP EDGE $ w a o. 1 1 TO BE INSTALLED ON OUTSIDE •, TRUSS PLATE c Z u v„ u u „ v FACE �, n_� , s�, = — _ — _ — _ — _ ----- 3/4" P.T. NAILER zX SUBFASCIA At (TYP.) FRAME FOR BUILT-UP CORNERS min (3) 2x4 OR 3 to O $- N ' SO IT. SEEARCH. 1/z" DRYWALL w/ 2x4 POST UNDER EA -a- METAL DRIP EDGE �' CURTAIN NAILER r 2 X 4 P.T. PLATE END OF SUPPORTING BEAM. O U 1/Z" DRYWALL CONNECT ALL 2z STU 2X L x 4 P.T. @ WINDOWS r 8 x 8 x 16 K.O. P, LINTEL BLOCK 1 x 8 P.T. @ S.G.D. ^ O.H. W/ (1) #5 DIA. REBAR & KEEP IN 3 4" FOR SHEATHING �� NAILED w/ 8d NAILS @ 6 / AND LATH WITH FINISH O.C. E m (� "' 3 QX) j m TO TOP PLATE WITH (4) i6d TOENAILS SOFFIT. SEE ARCH. PLANS n SEE ELEV. 3000 PSI CONCRETE "U" (TYP.) ALL SIDES / / ,� \ \ (TYP.) FRAME FOR COR- / // QO -� m '- M N 1/2" DRYWALL PRECAST uNTEL OO NERS FOR NON LOAD /' °0 '^ w o' o 4 SEE PLAN FOR HEADER SIZE SEE SCHEDULE u / �o °° o °° v BEARING SIDES NAILED a r ,— ' _ t M N < w/ 16d NAILS @ 8" O.C. oQ C �06 a�om am OPTION, 15/32" OSB EXPOSURE 1 ON O.H. 1/2" X 8" J-BOLTS MAXIMUM OF 3 - 2X PLATES MAY BE EXT, WALL W/ ALL EDGES BLOCKED. O J i TYP.)4 COURSE HIGH A.F.F. (1) CENTERED EA. ( 3 , l� H:®M ES ADDED BELOW THE HEADER W/ EACH SEE ELEV. SEE TB13 FOR NAIL ATTACHMENT. 1 SIDE w/2" WASHERS i CMU BASE FILLED w/ CONK v „_ *� r •`��' PLY ATTACHED W/ (2) ROWS OF 16d (OPTION) STAPLE: 16 GA. 1 3/4" fi r w/ (TYP.) VERTICAL RENT w/ NAILS AT 8" D.C. STAPLE @ 2" O.0 EDGES AND FIELD. NOTE: 44" MAX. SILL . ON n FILL CELL #5 DIA, HOOKS INTO FTG & AT TOP .°a� FLORIDA CONTRACTORS LICENSE N0. CRC1330148 ALL BEDROOM WINDOWS. 30. „ REBAR W/ 3000 PSI n CONC. ALL LOCATIONS PLAN A1-Al OF COLUMN 3000 GULFBREEZE PARKWAY VINYL FRAMED WINDOW W/ SCREEN H SHOWN ON FOUNDATION GULFBREEZE, FLORIDA 32563 (G.C. TO VERIFY W/ FLOOR PLAN u & FLOOR PLANS DIVISION LOCATION: LOCATION OF OPENINGS IN a € EXTERIOR WOOD WALLS. IF NO H SIMPSON LSTA30 SEE FLOOR PLAN OPENINGS ARE INDICATED, FULL w/11-10d TO BEAM FOR BEAM SPEC. ,a zPORT CI E STUDS ARE REQUIRED). j f �, & TO FRAME BELOW b ♦ Job Information: NOTE, 44" MAX. SILL HGT. ON ALL BEDROOM WINDOWS. ' VINYL FRAMED WINDOW_ �{ ` WINDOW STOOL W/ SCREEN a CEMENTITIOUS DECORATIVE FINISH 7/8" THICK PER ASTM PER SPECS A "� PRECAST CONC SILL m C-926-9aA N w PAPER BACKED FOIL R-4.1 u v O 2X STUDS (SEE FLOOR PLAN FOR INSULATION AT CMU BLOCK WALL / MORE INFORMATION). SEE TB13 1/2- DRYWALL PER FBC AND ENERGY FORM y EXTERIOR FINISH - ON SHEET 6 SUBMITTED WITH PERMIT (SEE ELEVATIONS) , s n p FOR NAILING INFORMATION FOR APPLICATION ` R-13 INSULATION AT EXTERIOR WALL SHEATHING. WOOD FRAME WALL PER FBC P.T. 2X #2 SYP. BASE PLATE 1 x 2 P.T FURRING FTG. DOWEL #5 D[A. REBAR 1 x 4 P.T. 17" 1N CONCRETE - 25" ¢ — F w O .r. N 0) m AND ENERGY FORM SUBMITTED w/ 1/2 x 8 A.B. (OR 1/2" x 8" TITEN WITH PERMIT APPLICATION BASE NAILER EXTEND (ACI 530) ABOVE SLAB. ALL LOCATIONS SHOWN SIMPSON HETA20 ' Al CORNER MIN 2x4 E > +) M HD) w/2" WASHER AT 32" O.C. WOOD BASE w/10-10d TO COLUMN , AlBUILT-UP (3) r` c ,n WOOD BASE MIN. 6" FROM END - SEE WS07 TERMITE ON FOUNDATION PLAN POST , OR 4x4 POST w/ 2x4 UNDER m Z m _ FOR SHIELD SEE FOUNDATION PLAN SEE FOUNDATION PLAN FOR , i EACH END OF BEM ~ Y w m :n a FOR SLAB INFORMATION TOP of SLAB . - — — — — SLAB INFORMATION TOP OF SLAB _ _ _ _ _� N OTE 2 X 4 P T PLATE 0 O J LO u- BOTTOM STRAPS MUST BE h J m w INSTALLED ON INSIDE OF ♦ GRADE GRADE COLUMN. DO NOT BEND �L,-;�\ Model Name /Number: STRAPS UNDER PLATE.g1820 '° CLEAN -: 3 j `p, N ° PLACE STRAPS IN FILL • , n ° w- a . • ui p COMPACTED d SEE PLAN FOR RE -BAR QUANTITIES CELLS w/#5 REBAR e ° TYR)4 COURSE HIGH CMU BASE m ♦ FILL - . ` + m K9 d, J FILLED w/ CONK -SEE PLAN FOR $ Plan Issue Date: Thursday, March 19, 2020 ' ' • SIZE. TOP OF COLUMN BASE - SEE FOUNDATION PLAN SEE PLAN SEE FOUNDATION 2'-0" AFF •' g ♦ KA PROJECT NUMBER: 16" FOR FTG REQUIREMENTS PLAN v v Y 20-1841 NOTE DETAIL CD21 / S-' MAY BE SUBSITUTED FOR THIS DETAIL - UNLESS. NOTED OTHERWISE T •+ o €� Sheet: �_� Of: WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4"=l'-0' WS01 TYPICAL WALL SECTION - 8" CMU 3�a' =1'-0" CD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE N.T.S. TYPICAL FRAMING DETAILS 'I 41 STRUCTURAL' I' - SHEATHING I. CUP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE EXTERIOR SHEATHING ATTACHED PER NAILING B. U I SCHEDULE T913 ON , SHEET 6 STUD ANCHORING: a STUD TO TOP PLATE: c R-19 INSULATION AT EXTERIOR SIMPSON SP4 WOOD FRAME WALL PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION 2 X 4 SPF (WHEN EXTERIOR WALL IS AT 16" O.C. ° EXPOSED TO INTERIOR SPACE) I = 0 2 X 4 P-T.' STUD TO BOT PLATE: E , SIMPSON SP4 8. w LINTEL �• !' `3 1/2" X 8" m NOTE: HOLD FRAMING 1/8" ANCHOR BOLT v BACK FROM FACE OF BLOCK @ 32" O.C. y FOR SHEATING TO BE FLUSH WITH BLOCK FACE 8" CMU WALL -0 rA pal o .Ap rr` o .s E �. N0 87 4 .-0 : cci WF21 KNEEWALL @ ENTRY FRONT WALL 3/a =r-o" e',Hc N a T OF wa a PROVIDE 2x4 ON TO OF 2x8 TO BLOCK OUT 2 ROWS 12d @ 3 ++ !O �Cj ee CID TOP PLATE ATTACH W/ 3" O.C. r arms i CJ ° iR (2) 12d NAILS O.C. OUBLE 2x4 rrrr® Tlooa (SOLID BLOCK W/ 2x6) TOP PLATE � JptlE Bi4 (0 v 2x4 STUD 48"MrN s PER PLAN ~ 2x4 BEYOND AGAINST 2x8 STUDS OF SPLICE v 0 NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OUBLE 2x8 m TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. TOP PLATE n' SIDE TYP. TOE NAILS MAY BE SUBSTITUTED W/ 2x8 STUD o (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN TOP PLATE W 8d 2 1 2" x 0.131 NAILS (SIM. w/ 2x6 E " * NOTRE WHEN QT SYSTEM IS APPLIED STUDS) 2x4 w/ 2 ROWS OF „ 12d NAILS @ 3" O.C. m s Sa FAW �j co co TOP PLATE TRANSITION WOOD BEAM SEE + SIMPSON HUC410OR (2) # �"� a � N PLAN FOR SIZE PIPE OR DUCT w/ OUBLE 121 " m m PENETRATION THRU TO BUILT-UP COLUMN TOP SPLICE x o TOP PLATE w/ MORE -,,� SUPPORT COLUMN BUILT-UP MIN. w �, a W 5 w € a (3) 2x4's OR 4x4 W/ (2)-10d °� • �' R ; of THAN 50% OF TOP ROWS 12d NAILS @ 8" O.C. EACH PLY o w Q 0ti a a z PLATE WIDTH INSTALL @ 3" O.C. �' m P a. SIMPSON PSPN516Z (SHOWN w$'la Za�S°'< z o W/ (12) 16d NAILS TYP. 48' (2) SIMPSON HETA20's v W _ m o MjN W/(12)-16d EA, TO COL. Y - s n W z 1 TOP & BOTT. :'�� `ai ALT: (2) MSTAM36 STRAPS 'S s.� $ OTTOM SPLICE TYPICAL BLOCK - ' ' _ } LL '� -� o NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS ,, TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. CENTERED w/ (13)-SOd NAILS c N - 0 c o J OVER STUD WALL .,, �, Ea TO COL. o. a 2 �a o SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ TIE BEAM s" 2 s W (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO G S" ' g �+ wwr/.FDSEAG.GDM El ❑ ❑ y TOP PLATE W 8d 2 1 2" x 0.131 NAILS '0 8 ro * NOT REQ'D. WHEN QT SYSTEM IS APPLIED 2 n Z o NOTE: { 'W/ Z m o PLATE LENGTHS MUST LEAST 8'-0" LONG. TYPICAL _ (W� \ < o 401 WF17 TOP PLATE SPLICE DETAIL 3/4 "=1'-0- CD04 BEAM @ RAISED ENTRY MASONRY WALL 7 n n Lln 8 2x8 SYP #2 o W� N W TOP & BOTTOM y /� UQ o E w o } ATTACHED W/ N NM6 EXT. OUT BEAM TO SUPPORT (1) ROW 16d 2x6 SYP. #2 g cry Um G w NAILS @ 16 O.C. RIPPED "-------- SIMPSON HUC410 TRUSSES If SPECIFIED ON PLAN o BUCKET SEE ROOF - -- - , m N E PLAN FOR MORE INTO , ' w 00'1- 1 BOX HEADER DETAIL 1' L1n• Lox , SEE ROOF PLAN U to * CRIPPLES MAY/MAY NOT BE PRESENT. FOR BEAM SIZE = ®¢ 069 & CONNECTION INFO , ',� 7/16" O.S.B. VERIFY HEADER ELEVATION Q IF ONLY (1) KING m ' � 34AVIA\DAMS HOM (1) JACK USED AT E. SIDE Q EACH SIDE OF TO 2X BLK'G. O.S.B. OPENING G.C. TO W W/ 2.8d INSTALL (3) TITEN HD. EA. END (2) 2 x 4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x 6 LAMINATIONS W/ (2) 5/8" x 8" EQUALY SPACED ROW OF STAGGERED 10d COMMON WIRE NAILS ROWS OF STAGGERED 16d COMMON WIRE NAILS ROWS OF STAGGERED 1Ed COMMON WIRE NAILS PER SIDE INTO CMU AT (D = 0.148", L= 3") OR EQUAL (ONE INTO EACH OUTSIDE FACE) (D-0-1.a2",L.34/2")OREQUAL (ONE INTO EACH OUTSIDE FACE) P=0.162".L=a1/2')OREQUAL JACK TO HEADER, NO BASE ED E VIEW HEADER ANCHOR I - -- I 16 ES NAILED TO TOP PLATES, ; SEE FLOOR PLAN o HEADER & JACK FOR COLUMN SIZE & BASE CONNECTION INFO - ---- ---------FLORIDA CONTRACTORS LICENSE NO. CRC1330146 N0. &SIZE OF -ION' 3000 GULFBREEZE PARKWAY HEADER SIZE RAFTER TIES OPTION A OF B v &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 n DIVISION LOCATION: CONNECTOR REQUIRED BEAM $tzE CONNECTION INFO ` 1) ADJACENT NAILS ARE DRIVEN FROM 3) FOR 4PLY• PROVIDE I/4"DIA. x51/2"LAG -8PORT ST. LUCIE OPPOSITE SIDES RATHE AT LEAST 3 REMRTSCREWS O EQUAL ISPACE NOS FOR SHOWN FOR 3PLY) SEE PLAN SEE SCHEDULE Job Information: 2) ALL NAILS PENETRATE AT LEAST 3/N IO 4) REFER N NOS SECTION 15.3 FIXi n v THETHI'KNESS OFTHE LAST LAM SP4 ADCRIONAI INFO. SPY AT COMMON 2X CRIPPLES @16"O.C. °� �24" O.C. NAILS(TYP)� FOR WLL W/SIMPSON$P2TYP. SECTION A -A WF37 TYPICAL COLUMNS DETAILS HGT. TOP AND BOTTOM 2-ROWS IZd NAILS m N.T.S. STAGGERED @ SCALE: Y 1/2" = 1'-O" _ FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 11/2' CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) F.F. OVERHANG AID CMU 't FOR OVERHANGS BETWEEN 5/8" TO 1 1/2- M © All R R I G Ih�, `�� o r l,, IF LEI A Z ' O.C.• • • • • �•':`I11 - .. • EACH • ! 2x4 SPF • • ! • • . ••• :• NAILS. SEE DETAIL ABOVE SEE ELEVATION FOR R • SQUARE• BOX HEADER EACH • HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL JACKS ICINGS JACKS KINGS SIZE EA END EA END FA END EA END LESS THAN 4' 112 11) (1) 121 >4' BUT <9' (2) (3) (2) (2) 10'-0" - 6' 3 4 3 4 12" O/C EACH a * WHEN STUD LENGTH IS LESS THAN 12" USE FACE OR 3-ROWS 12d NAILS STAGGERED o LSTA30 STRAPS AT EACH STUD WRAPPED OVER @ 12" O/C FOR 2 x 10 OR GREATER HEADER A A °T o 0 TOP PLATE & NAILED TO HEADER EACH SIDE SEE PLAN FOR an _ a . - - �_ _ TOP OF BEAM FILL ALL HOLES IN STRAP DOUBLE 2 x #2 SEE ROOF PLAN n Z N I✓ S.Y.P. HEADER W/ 'FOR BEAM SIZE & _ a ` O •�O If 1/2" FLITCH PLATE CONNECTION INFO.- 0) i lOd NAILS @ HEADER.(U.N.O.) � y M 8"O/C TYP. E 0] FILLING AND BLOCKING AS 1-i Ln m 0 DOUBLE 2 x 4 CRIPPLE STUD REQUIRED FASTENED TO HEADER W/(2) ROWS SEE FLOOR PLAN FOR COLUMN SIZE & BASE m Z ' LO d mfn TYPICAL (U.N.O•) OF 12d @ 16" C/C UNLESS CONNECTION INFO E O JW M NOTED OTHERWISE p J W ' ^ r V,^ 117 L� M V' ,n VI Model Name / Number: 2 x 4 STUDS TYP. SIMPSON HTT4 W/ (18) 1020 CMU 16d NAILS &A 5/8" v Plan Issue Date: EXPANSION ANCHORVI o _o W/ 6" EMBEDMENT U.N.O. hjh OR 8 1/2" AT GARAGE Thursday, March 19, 2020 G STEP DOWN EE FOUNDATION $VT KA PROJECT NUMBER: '* *HOLD DOWN CON NECITONS NOT REQUIRED @ BEARING P.T. BOT. PLATE PLAN FOR MORE INFO ° 20-1841 NOTE: FOR OVERHANGS LESS THAN 5/8" • NO REPAIR REQ'D. WALLS WITHOUT UPLIFT L51. Y WINDOW OR DOOR OPN'G Sheet: S-/� of: MS18 RETROFIT WALL OVERHANG DETAIL N.T.S. WF39 TRANSOM DETAIL AT ENTRY 1/2"=r-0" WF0 WWALL HEADER DETAIL N.T.S. CD11 COMMON BEAM ATTACHMENT N.T.S. V{ - TYPICAL WALL DETAILS DIAGONAL SPACED AT 20'-0" D.C. MAX *SAME ! r SPACING AS BOTTOM CHORD LATERAL BRACING TO BE LESS THAN OR EQUAL TO 450 _ 1 MINIMUM 2"x4" - ' CROSS BRACING (SEE PLAN FOR,� LOCATION) I x BLOCKING00 Y� I , G E 1 - , 1 1 I U O ' I q Q (3) 12d , ' PER JOINT I - m CONTINUOUS LATERAL BRACING- m NAIL OVER X-BRACE AS SHOWN- ) ' INSTALL Ei AT TRUSS WEBS CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING X-BRACING - 2x4 SPF OR SYP o .m w/ (3) 12d @ EACH TRUSS WEB N m� 6 m z 3 Q T11301 TYPICAL CROSS BRACING DETAIL N.T.S. T11302 TYPICAL CROSS BRACING DETAIL N.T.S. x d PROVIDE 2X4 MIN. BLOCKING AT : CENTER LINE OF HIP/RIDGE, TYP. 3 ,e�e����'v1O 000 �c , ° N"�..,xi� f BETWEEN TRUSSES W/ (2) 12D •' NAILS EACH END TO TRUSS TOP I$.TS6rL. r po CHOR CHOR CN m TYP TRUSS ALTERNATE TO BLOCKING A PRE-ENGINEERED OVERLAP TRUSS BRACING WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP TRUCTURAL A SHEATHING PACE G.T. jyr}' f Lsf4it ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 TOP CHORD WHEN REQ'D NAIL TO TOP CHORD TO PREVENT SHEATHING ACK - "" OF HIPPED TRUSS W/ 'O ~ SPAN FROM EXCEEDING RUSSE HIP 12d NAILS @ 6" O.C. u MAX 24" SPAN (EITHER G.T SIDE OR BOTH IF REQ'D). (2) 12D NAILS MINIMUM (3) 12d c° ROOF AT 12" O.C. MAX SHEATHING PER JOINT MINIMUM 2"x4" SPF OR SYP TRUSS BRACING E SEE * SPACED A7 10'-0" MAX $ rA to 00 PLAN E -F jig ... 'co f 2X4 BLOCKING J e O m "g rn 8� pA9gm BETWEEN TRUSSES HIP TRUSS m 9-HI M ''' � a M€ NO <0LL 11 w TB03 HIP / RIDGE BLOCKING DETAIL N'T's. TB04 TRUSS BRACING OVERLAP DETAIL (TYP) N.T.S.s Qo o m o i9imr�� W6rnm Cm0 yr Q 8 1 d o d a.�B ❑ ❑ ❑ F^°-b WW`W.FUSlNG.CGM 5•i z o TRUSS NOTES: $ i�i� i////// Q 1, WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/Wl-2014 a rL (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND 3 BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED v `� /( ■ _ y n V TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY m Il Ln 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. 2. ALL BRACING (DB,CS,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL Y' m i--' w LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-D" O.C. MAXIMUM- E ❑ Eo 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT CX) DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. `m C mATTACHED 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERETRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. '� � SEE TYP. TRUSS BLOCYJNG DETAILS ,o w� SHEATHING m w 00 o � ^ 3 TO4TRUSS 4AS SHOWN ALTERNATE �wdi U C O Y t O c TRU93 SPACES DIRECTION = UI Vp' flUS ■p DAMS HOMES VERTICAL SCAB 2x8 #2 SPF 48" O.C. '� I_:_ W/ (4) 12d TOP & BOTTOM HS SEE TRUSS TOE NAILS OR L IN PLACE OF SOD SECTION TOE TRUSS o (4) ) REQUIRED @RAFTERS GREATER THAN 8'-0" B-B REQUIRED ;W FLORIDA CONTRACTORS LICENSE N0. CRC1330146 3000 GULFBREEZE PARKWAY SEE PLAN W BLE TOP DOUBLE SEE STRUCTURAL NOTES AND NAILING " GULFBREEZE FLORIDA 32563 LATE SECTION B-B TOP PLATE PRE-ENG. TRUSS 7:SEE SCHEDULE FOR SHEATHING DETAILS DIVISION LOCATION: x STUD WALL VARIES w ROOF SLOPE / PORT ST. LUCIE PLAN d CONV. FRAMED RIDGE MAY BE NAILED w/ MIN. VERTICAL SCAB 2x6 42 \ / \ \ 2X4 SPF BLOCKING / / N 2 ♦ Job Information: (4)12d WHEN IT LANDS SPF 48" O.C. W/ (4) 12d \ / \ BETWEEN TRUSSES / S NEXT TO PRE-ENG. TRUSS 2r8 BLKING. NAILED ® EACH TOP & BOTTOM OR H5 OR \ \ @ 48" O.C. MAX. SIDE w/ (3) 12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12d BI REQUIRED w/ (2) MTS12'S REQUIRED ® RAFTERS GREATER \ \ / a THAN 8' 0" \ 2x4 SPF BRACE / 48" O.C. - NAIL w/(4) o EVERY 3rrdE \ EACH ENDNATE m SHEATHINi(• RAFTER \ \ ALTERNATE DIRECTION ALT y O \ \ 0 2X4 BLOCKING BETWEEN CB BEVEL CUTS ` TRUSSES W/ (2) 12d NAILS z (OPTIONAL) s O ® EACH END, CONT. EACH BAY / / y N B TB 2X4 SPF W/ (2) #7X31/2" TRUSSES ¢ C ALTERNATING DB WOOD SCREW EACH TRUSS / / SEE PLAN F 1 1 F ■ ■ 4) BLOCKING OR HE 0 48" O.C. / / m PRE-ENG. TRUSS \ / / a CO CONT. ROOF SHEATHING AT TRUSS TOP n �j a STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP. \ \ / / Z /y� (n N SEE PLAN FOR CONNECTION SIMPSON A34 OR \ \ / / m U W Lo CL a (USP MP4) @ \ \ / / `m r JLrL^.I LO 2X4 P.T. BLOCKING BETWEEN TRUSSES W/ (2}12d NAILS @ DIAGONAL WOOD 2x8 #2 SYP RIDGE BEAM 2'-O" ON CENTER \ \ / / p '^ Lo O co V / V ) AT8%&' EACH END MAX TRUSS 2x6 RAFTERS ®2-0"o.c' \ / 2X4 SPF BLOCKING /\ BETWEEN TRUSSES m 1O ♦ MAX. W/ (3) 12d COMMON Y V @ 24" O.C. MAX.w/ rn Model Name/ Number: WALL BELOW TOENAILS TO RIDGE BEAM 2x4 RAFTERS FOR SPANS LESS THAN / \ \ (3)12d EA. END (TYP.) (SEE PLANS FOR TYPE) 4 FT @ 2'-0" O.C. MAX W (3) 10D / °\ SEE PLAN 82 CONC. MASONRY STEEL OR WOOD COMMON TOE NAILS TO RIDGE BEAM ♦ Plan Issue Date: 2X4 CONT. AT T & 8 CHORD BEARING SUPPORT u TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/z" SPACE Thursday, March 19, 2020 @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING ♦ KAPROJECTNUMBER: SEE PLAN FOR MORE SHEATHING m INFORMATION m 20-1841 2x4 S.Y.P. T Sheet: Of: @ 16" O.C. o N TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.s• TB15 EXTERIOR NON -BEARING WALL DETAIL N.Ts. ROOF FRAMING c a u AND BRACING DETAILS C THERMA-TRU INSTALLATION KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling Increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONTI AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 1 1/4" EMBEDMENT INTO THE MASONRY JAMBS. SPA EVE 6" 6" SINGLE DOOR SINGLE DOOR W SIDELITE sun 6" 3" 0 0 3" 3„ 3n 3" 3„ ' III III Q I 3" 3 " 3" 3" 6 6, 6. DOUBLE DOOR W/ SIDELITES 'A 'E n iPACE :VENLY 6 SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO BE 1'-099 IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE FILLED PVC. PIPE. a O v L - TOP OF SLAB 00 Z 1 -n 'll i i - Ir - Ir o v u of 16" MIN. DIAMETER - ° CONCRETE FOOTING �\ PROTECTION BARRIER DETAIL i r N.T.S. 7" SPACE EVENLY ft�e P�ODI Rake Metal Erg Use I NAIL SHINGLES W/ 310R 12 GAUGE ROORNG NAILS. 3/0" MIN HEADS- 5 PER SHINGLE. P�teed' ° 4\dam O Uodetw�n ° 5S ooi\a�GO`"^' ,hod °"ase GoDfBa ' valley comarmne ° SHINGLE INSTALLATION GUIDE zIO" ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY TEXTURED, PAINTED BEHIND FLASHING LOCATIONS) EXTER. WALL FINISH AND EXTENDING A MINIML M OF 6" ABOVE o X e- H GALV. VERTICAL RISE OF FLASHING VERTICAL WALL FLASHING CONT. AT MEEWALL T ENTRY PLASTER STO SEALANT Scroll - SHINGLES 6" X 6" H GALV. V' FLASHING CONT-X - FLASHING DETAILS F NOTE: THIS DETAIL IS REQUIRED tAHsfollmvc AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS, FLASHING DETAIL AT CRICKET KNEEWALL INTERSECTION INSTALLATION BUCK STRIPS - 2x (DEPTH OF WIDOW AND/OR SGD FRAME MIN.) GLUE STRIP w/ ADHESIVE SEALANT & SCREW w/ 3/16" x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. T\IM1n Al A__ 1"1I 1/110 INSTALLATION OF WINDOW /-% I I rAw 1 11 v I L-1 7 I BUCK STRIPS -1x4 (DEPTH OF Wow. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS " 1/2" DRYWALL FLAT HD. "TAPCON" SCREW THRU THE WIDOW FRAME INTO MASONRY =• JAMB MIN. 4" FROM END AND MIN. 161, C.C. 1/8" SHIM SPACE EXT. FINISH e DRIP EDGE WINDOW SEALANT BACK OF JAMB GENERAL CONTRACTOR TO COORIDATE SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S 2X WOOD FRAME — BY OTHERS SHEATKNG BY OTHERS CAULK BETWEEN - FIN &SHEATHING EXTERIOR FINISH BY OTHERS _ PERIMETER TER BY OTHERS O.A, WIN00W HEIGHT ExrERz�R 11/2" !MIN. EMBEDMENT --" 08 WOOD SCREW TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S 1/4" Mill SHIM age R905.2f1.a DRIP EDGE. PIRWHAr UbP GUGI Al eAVkS AND GAS ES OF SHINGLE R001S. OVCRLAP TO DE A MIN MUM OF An (7ecm). EVE DRIP EDGES SHALL EXTEND %in BELOW SHEATHING AND WEN) BACK ON THE Goof A MNIMI:M OF 2n. DRIP EDGE AT EAVES SHALL BE PERMITTED TO BE INSTALED FSTHER OVER 04 U EU R THE UNDERLAYMFNT. IF INBTAI I ED UVER THE UNDERIAYMENT, THERE SHALL RE A MINIMUM Alin WDTH OF ROOF CEMENT INSTALLED OVER 114E URIP EAGE FLMIGE. ORIP EO3E SHALt dE MCCIANICALLY FASIERED A MAXIMUM OF 12T ON [NTCR. WHERE TFE wNd AS DETERMINED N ACCORANCE WITH SECTION R301.2.13 S 110 MPH i177 KM/HI OR GREATER ai THE MEAN ROGf HEIGHT -XOEEDS 33 FEET 110,058 men), DNP EDGES SHALL BE NFCHANI IAtLY FASTENED A MNafUM OF 4INCHES, Ma dmu n Fastener Spacing (Jambs, Head and 5111) Wall framing;. 02 SprmiPirlp/Fir a Beter . SIInoore -. tJD X1-112" Sdew MIII um PanetrMon cad 3/B' Cross Section View num /T p1o[elt the bixk (tons a. .es and rn�E Hz a,e. unit con UUlw i.S wroplete Sep 1 Messure, to be sure the opening is 3/8" a I/2" larger than the window am boil verb'yIM and holbsnagy. a You may rush to Predrill cite ilstanatlon hDIeS In Me an at INS time. Ldneisand Me rypkFm tlreman Nil ea aw Are not Sep 2 Apply a generous bead of silicone to the ba aside of the mounting An. LBe slough sllicom to su namilly All an winds between tie an and the wan sheathing. Step 3 Insist the window ado the opening from the aL de. The window B labeled "bKlde" and "onside", but if mm abets havebeen removed, the qlarying bead should alleys be to the InWde of the building. Sep 4 l> ff shims under the set, a17usthg than peel the unit b plumb In the opening. SIARM should be installed wider the sill every 2 feet. The window should be basically oantered in the opening wdh not more. than 1/44 gapbetween the Moroni, and wail having. Step S Irrilla$10x 1.l Ysaew 4' from the caner of the fen x 61 all of the head, sill and both Jambi RV 6 Irian the remaining Fasteners in 8" imre is from tIP<aneT sinews w the amour of a db frame member. Use arenot b over- bohtentiesrewsandowlthemthroughtheAn. Also, make we thin sinews go in straight and do not am Une tame to know. Wall framing should be a man man of #2 SpnHooPmgfir. Fasteoasshould be#10 soeva of suffident lenglikto a6leve 1-3/8"peretindon Into Me no and no less than 1/2" from edge offrannin FRxfawr mnnifir x rnnbH In FaM eI of iram"MaeFI— A, Step 8 If deSined, a foam insulation an be applied to the interim gap between Me window and wall hanging. lfghplmd, Msmustbe me NON EXPgNDPh.+G iYP€Ptt4p1, Sep 9 Since these willows aretypialy used in rooms with high mdsture, le; bathrooms, it Is re,,GMded that the Pool gap between the window and well framing also be Rand with slllcone and tooled So as not a marime win it, IlLBda w of wallboard, file or trim. Sep 10 Cma an instruction Is complete, remove the bubo%wrap from the Inside and outside of the window. If necessary, dean tin NOW with a Road det2rgad and warm water usba a slat doth. 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 A l # ; Pressures Method pprova Roofing: DAD NAIL SHINGLES W/ 12 GAUGE ROOFING IKO Industrue1st Choice COUNAFL7006.1 R-10 ; NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. W/ 3/8" MIN PENETRATION THRU SHEATHING ROOFING VENTS: lorida Metal FLAMDO FASTEN WITH 11 PrnAUct4. Inc. "Off-rIt10PyP.nt" 1" FRAM FfagF a ROOFING UNDERLAYMENT: 1st Choice WOODLAND TYPE II UNDERLAYMENTS-HVHZ INDUSTRIES INC #30 ASPHALT -SATURATED ORGAN! 2nd Choice Overhead Garage Doors: 73W6 NAIL, I FL21580.1 R UNUEKLAYMENT SHALL BE APPLIED AND ATTACHED IN ACCORDANCE WITH R905.1.1 1st Choice TOA F +30.0/-30.0 CLOPAY 16 x 7 2"x6" P.T. WOOD JAMB WITH (5) 1/2" DIA. x 8" "J" BOLTS FL16546 1 2nd Choice +30.0/-32.0 CLOPAY 73W6 FL15279.36 8x7 Swing Doors: 1st Choice +67.0/-67.0 THERMA TRULORP. FIBERG 00 GLAZED INSWING 2X BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 12"O.C. THEREAFTER. THE DOOR FRAME SHALL FL20461.1 2nd Choice +67.0/E7.0 THERMA TRUCORP. FLUSH FL20461.19 FIBERGLASS DOOR OUTSWING BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM 4 1. TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. THEREAFTER. (TYPICAL ALL 4 SIDES Siding: 1st Choice +0/-146.3 The Tapco Group 7" Staggered INSTALLAITON FASTERNERS ARE GALVANIZED STEEL ROOFING FL20403.17 Shakes NAILS 11fz" LONG WITH 1/8" DIA. SHANKS & 3/8" DIA. HEADS AT 10" O.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL N.A. N.A. 2ndSHALL Choice BE BEYOND WALL DRESSING N.A. Window i 1st Choice +40/-50 MI WINDOWS 3540 SERIES SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON 17676.1 R9 Single Hun (fin) ANCHOR WITH MIN. i'A" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS +40/-50 MI WINDOWS 3540 SERIES T Single Hung (flange) OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. FOR INSTALLATION THROUGH 2x BUCK USE #8 WOOD SCREW OF FL 17676.8 R9 3540 SERIES o +50.0/-50.0 MI WINDOWS picture Window LENGTH TO ACHIEVE 1%' INCH MINIMUM EMBEDMENT FL1S644.3 R3 IN IN WOOD SUBSTRATE. T Mullions: 1st Choice M-1926 MI WINDOWS Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE FL 18504.1 Mullion 3/16" TAPCON ANCHOR WRH SUFFICIENT LENGTH TO ACHIEVE A 11k W1926 Horizontal I FL 15804 2 MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM M Ilion EDGE DISTANCE i Fixed Glass: 1st Choice +50.0/-50.0 US BLOCK 625 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN 1b"EMBED I FL18644.3R3 LL ACTORY DESIGNATIONS i 2nd Choice WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN, EMBED. IN70 WOOD BUCK. 3rd Choice t G Soffit: 1st Choice +55.0/-35.0 KAYCAN LTD 8" BEADED 1 1/2" NAIDIRECTIONLS 10" O.C. LENGTHFFIT FL16503.4 R-3 t Hurricane Panels: 46 PSF EXT/ HURRICANE STORM Ga14. Goa DIRECT MOUNT. TOP 1/n"-20 MALE PANELMATE W/ an 1st Choice FL16293.1 WINGNUTS AT IVA" O.C. BOTTOM 1/V-20 SIDEWALK q6 PSF INT. PANEL MFG. INC. Steel Sto m ,I -- Panels BOLT w/ POWERS CALKAN I have reviewed the above components of cladding and have approved thE4 use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: FL # 56126 Name: TODD M. BORN Certification Number: Fl. # 82126 ` Name: Luis Pablo Torres Certification Number: Fir. # 87864 It d T,INI y�v r -II ,r e AT;t OF ! 'Oi- f''n'• 1r .tit 2 a,"^, .11 tip coma ° ���8 w -9 ', W to to w r- i 6 i w F DO Go LoUP 8o* J 4Cx �gg,� VpNNm LL LL LL iji���9gcoZlw�.mw ro` iWOQWC�„ND 13 W��m'ces arOli 0WaDO�D W Im aZ Zw¢5mDoegR iiLL WMED0000 cOp ¢OOm6a � r 9 � QNAwV.Fp$FNa.COM ❑ ❑ ❑ `Y z N Q o — cr Zo CIL J C9 a l (W" w I`- s � � E i 3 �„� VV w o �^ y ro m SFlll`' ® 0 ¢om Q.m r ® DAMS HOMES ' ■Yin FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: D 0 I Y za 65 a do Ln i N c ct N M N zA. U o M a Q J W J 00 U) U) Lin P Model Name / Number: 1820 Plan Issue Date: Thursday, March 19, 2020 KA PROJECT NUMBER: 20-1841 Sheet: Of: S-5 MATERIAL REFERENCE INFO (PSL) MECHANICALLY FASTEN AS FOLD UP WEATHER NECESSARY IN CORNERS THROUGH RESISTIVE BARRIER & WEATHER RESISTIVE THESE DETAILS ARE GENERIC AND MEANT TO SHOW FLASHING REQUIREMENTS SELF -ADHERED FLASHING TEMPORARILY SECURE BARRIER GENERAL FLASHING AND WATERPROOFING METHODS ,(�` [ Ili��� i i WEATHER DOOR ROUGH OPENING TO BE USED. R703.1 General, Exterior walls shall provide the building with a weatherresista t exterior wall envelope. The exterier A RESISITIVE WINDOW UNIT wall envelope shall Include flashing as described In section R703A. A Waterreslstive barrier Is described as a .� `,I BARRIER WOOD FRAME CONSTR. material behind an exterior wall covering that is intended to resist liquid water that has penetrated behind the exterior ) ,�1�X TAPE s EXTERIOR SELF -ADHERED FLASHING 3/4"-1- 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, WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND architectural trim and embellishments such as cornices, soffits, and fascias. yascvx,cmMxoow; OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING PRODUCTS DETAILS R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 \WEATHER SELF -ADHERED FLASHING EXTERIOR for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such REslsmvECEMT. FIN. TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2lnchea BARRIER SEAL TOPS OF JOISTS ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 (51. min). Where joints occur, felt shall be lapped not less than 6 Inches (152 mm). The felt or other approved material ui UNDER DECKING shall be continuous to the top of walls and terminated at penetrations and building appendages In a manner to meet the 2 (SEE DETAIL WP07) Ili'^ " SUBFLOOR requirements of the exterior wall envelope as described In Section R703.1. o SELF -ADHERED FLASHING i c WIRE LATH R703.7.3 Waterreslative barriers shall be Installed as required in section R703.2 and, where applied over based HEAD HEAD FLASHING TIE-IN INSTRUXTIONS: sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of RIM JOIST Detail Instructions Grade 8 1. Cut, fold up & temporarily secure weather paper. The individual layers shall be Installed independently such that each layer provides a separate resistive barrier above header to allow for flashing installation Refer to the number marked as ® in each detail that corresponds to the continuous plane and any flashing (installed in accordance with Section R703A) intended to drain to the water -resistive 2. Self -adhered flashing pus head flashing under weather BUILDING numbered items in the list Of instructions below: barrier Is directed between the layers. resistive barrier o PAPER 1. Install self -adhered flashing in order as shown by numbers 3. Fold weather resistive barrier back over head flashing and 1 1Exception: Where the waterreslstive barrier that is applied over wood -based sheathing has a water resistance equal to 0 2. Install flashing and weather resistive barrier to form water shedding laps or greater than that of 60-minute Grade paper and is separated from the stucco by an intervening, substantially N seal with tape 9 9 P g P Pe P 2 2 O 3. Self -adhered flashing can be substituted for building paper nonwater-absorbing layer or designed drainage space. E 4. Split the release paper using the ripcord (Split release on demand, R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion In a manner to prevent entry of Scale: NTS embedded in the adhesive layer) for ease of installation and to minimize SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING y water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes FLANGED WINDOW W P O 1 W P O W PO 3 Scoring cuts used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the s EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 5. Remove all release paper per standard installation instructions and g complying g proper FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER building wall with a sealant coin In with AAMA 800 or ASTM C920 Class 25 Grade Ns or greater for ro r joint adhere to substrate using a square piece of flashing material (6" x 6" expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant Fluid -applied membranes used as flashing In exterior walls shall comply with AAMA 71.4. The flashing shall extend to the ^' pvvht rr nrrr EXTERIOR SHEATHING EXTERIOR SHEATHING INSTALL SELF -ADHERED RUBBEY RUBBERIZED ADHESIVE RUBBERIZED ASPHALT Minimum) surface of the exterior wall finish. Approved corrosion resistant flashings shall be installed at the following locations: e?�Q P,i3�. ..... ♦ 3/4"-1" BEAD OF CONSTR- ADHESIVE 6. Fold ass hown b arrows 5 -� ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD ADHESIVE y 1. Exterior window and door Openings. Flashing at exterior window and door Openings shall extend to the surface of the t 4` `� •+��' E N S �� :;�et� ♦♦ THRESHOLD OF DOOR AND RETURN FLASHING, SEE SELF -ADHERED FLASHING 7. Angle of comer may vary, adjust folding of the flashing accordingly to fit p g P J : ��, >� UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. ® v REFER 70 TECHNICAL tight to Comer Mechanically attached flexible flashin shall coin NO g7864 OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) y g9 ply with AAMA 712. Flashing at exterior window and door openings t •f: LETTER ON CHEMICAL SCORED 8. Mechanically fasten as necessary shall be installed In accordance with one or more of the following:* t * t O COMPATIBWTY ' RELEASE PAPER ,E, = ,O .• + ` 1.1 The fenestration manufacturer's Installation and flashing instructions, or for applications not addressed in the STATE- OF SELF ADHERED SELF -ADHERED FLASHING, �� (BEFORE FOLDING, SCORE fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where ,__ : 3 , RELEASE PAPER TO EXPOSE /.` FLASHING EXTEND A MINIMUM 6" ADHESIVEAS SHOwN> fleshing instructions or details are not provided, pen fleshing shall be installed at the sill Of exterior window end VERTICALLY FROM door openings. Pan flashing shall be sealed or sloped In such a manner as to direct water to the surface of the t ♦i 80TroM of exterior wall finish or to the water resistive barrier for subsequent drains Openings using an flash) shall c THRESHOLD q Pen g P flashing ♦ <0 s ' MECHANICALLY FASTEN AS Incorporate flashing or protection at the head and sides- lr$;f ➢a 5114t NECESSARY IN CORNERS THROUGH 1.2. In accordance with the flashing design or method of a registered design professional. SECTION -A $ t0 (SEE DETAIL WP02) SELF -ADHERED FLASHING v 1.3. In accordance with other approved methods, r i J-4 In accordance with FMA AAMA 100 FMA AAMA 200 FMA WDMA 250 FMA AAMA WDMA 300 or SELF -ADHERED ,-.A / , / , / , / / 'v FLASHING O+ y V� \ FMA/AAMA/WDMA 400. F_ ' v v 2 2- At the intersection of chimneys or other masonry construction with Rama or stucco walla, with projecting lips on both SELF -ADHERED FLASHING tj sides under stucco copings. lu NAILING FLANGE 1 2 © 4 3. Under and at the ends of masonry, wood or metal copings and sills. .Z c SEAL TOPS OF JOISTS 1 DO NOT FLASH OVER - UNDER DECKING 6 4. Continuously above all projecting wood trim. FLANGE BOTTOM NAILING 8 (SEE DETAIL WP07) 2 7 'D x 3 g2 N f0 m S. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood-hame construction. g g9rinvw�.63; W N ro �oW! N 6. At wall and roof Intersections. = T' eQ o $ m * SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING v ismQom LeU,d HALF ROUND WINDOW WP04 EXTERIOR DOOR WITH DECK WP05 INSIDE CORNER WPOO 7-At built in gutters. =8�a0 $ -°mad W° 2Yry,W C(VO U1 V 9ggUC .w SELF -ADHERED FLASHING 0� P6Z z o 13 DECK PROTECTOR '"� S e 8 m .� u r SHEATHING Y "s a Ir la g m A m ro 718" Cement Plaster 7 of 3 a 7/8" Cement Plaster S g �z 2 <ry d J o in accordance accordance with in accordance with fl > p9 n E SELF -ADHERED ASTMC926 ASTMC926 o g ° �§ W 0o FLASHING PATCH _. - li r¢ A� wWy/.W$aVG.cOM ❑ ❑ ❑ Felt backed metal 4 Felt backed metal lathe in accordance lathe in accordance SELF -ADHERED FLASHING ,: With ASTMC1063 - with ASTMC1063 / Z ti m DECK PROTECTOR N Building Paper Building Paper Z a a 0 7/16" O.S.B. 7/16"OS .B. o DOUBLE �� Sheathing %� sheathing Z Q r SINGLE JOIST ee O 10 K t edge �J QQ Metal P p 9 � UI S JOIST SELF ADHERED FLASHING - Flashing Of weep Screed Q) ,,, -� SELF -ADHERED FLASHING 1 9 2" below top of �° + 3 1/2" block i o o 3" MIN 2 Unperforated E V - uy u�_ 4 Flange 7/8" Vulcum w 0 M GO cauk bottom s c O Weep Screed s �UI 5 Maintain joint only to C) o` v o Bottom of Metal Flashing ° 0 oft' 3-1/2"Un Unperforated ° SELF -ADHERED FLASHING SELF -ADHERED FLASHING APPLYA LIQUID FLASHING TO THE MASONRY OPENING (HEAD, JAMB, SILL) IN Weep Screed P @ ' = o n y Q W P07 OUTSIDE CORNER WP0 V W P09 Flange 7/8" Weep Screed U N o o� 1H0.8362x;DECK JOIST ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE 1 1/2" to 2" c N Y a o INSTALLATION OF THE BUCK/RECEPTOR. Above Roof 1 /2" Cementhious Sheathing Decorative Finish m DAMS HOMES b • • o• All inside and " Outside Corner will .° FLORIDA CONTRACTORS LICENSE NO. CRC1330146 EXTERIOR WINDOW UNIT ••'•°• need to be miter v 3000 GULFBREEZE PARKWAY CEMT. FIN, cut and caulked all °�'- butt joints need to GULFBREEZE FLORIDA 32563 Cement Plaster � , BUILDING PAPER in accordance SLOPE with ASTMC926 ° d Vulcum caulk for all DIVISION LOCATION: SLOPE becaulked using v SLOPE 0.3 in : 12.0 in 0.3 in: 12.0 in over wood 2nd d 0.3 in: 12.0 in (0.6 cm : 30.5 cm) PORT ST. LUCI E (0.6 cm: 30.5 cm) floor (0.6 cm : 30.5 cm)-Z ♦ Job Information: SELF -ADHERED FLASHING WIRE LATH a SELF -ADHERED FLASHING EXTERIOR o CEMT. FIN. m rI BUILDING PAPER WIRE LATH o _ 1/2" Cement a SELF -ADHERED FLASHING Plaster Finish a 0 8 z N o a LO Blockui WIRE LATH 21/2" Perforated E Y In m ''0• Flange 1/2" Weep o m c BUILDING PAPER g > 1 to m BUILDING PAPER Cement °• Screed m 7 'a Plaster v L over block ,p J Lu � EXTERIOR lstfloor N 0 M vJ (n Ln LL WINDOW UNIT CEMT. FIN. Slab Install bottomV Model Name / Number: edge of weep screed 1" below 1820 finish floor � VPlan Issue Date: e OPTIONAL DETAIL Thursday, March 19, 2020 $2 2 KA PROJECT NUMBER: 3 3 O3 Note: 9 The building paper and metal lath x 20-1841 SELF -ADHERED FLASHING SELF -ADHERED FLASHING �] n must be installed over the top of CEMT. FINISH WINDOW HEAD WEEP SCREED DETAIL Sheet: of: SELF -ADHERED FLASHING W P 1 0 CEMT. FINISH WINDOW SILL WP 1 1 CEMT. FINISH PARAPET WALL W r'" 1 L the weep screed. SCALE: NOT TO SCALE w W P WATER PROOF DETAILS 5 bath duct to roof cap w/70 cfm fan 25 SH 25 SH �RECAS BOTTOM ®6'-8" i I BEDROOM ##2 LANAI OWNER'S BEDRO "M - V ULTED CEILING VAULT CEILING �, VAULTED CEILING 140 14x8 Ikd 2x12 r $" �H L,DdL 25 SIT 2668 _asa 14x 8 1 wcd s' cLc r 200 16x16 rag j 16x16 rag w BAT 1 w DE-AP- 8x4 1+ d 0 4" _ 1 14 rag f 8„ FAMILY EOOM v . Y 10'' CEILING 4 \/7 v 14x8 1wcd W 1 < 8z� wcd , 21� 5 � 10x rag BEDROOM VAULTED' 1`Ox6 1 wcd o 1 0x6 1 w 75 5 a' 45 s 6„ - 14" OWNER (O J BATH CLGTH N Z N I i 1 •��. VAJ' it E 5" bath duct to roof cap w /70 cfm fan 5068 8 CLG.. A D%W RANGE/ HOOD. , INK 24x18 fb g _. W I { J IP D JIN C R00 � M EN _ I .. Q VAULTED FILING 7 TED GLG. 165 42X42 A/C SLAB a 2xs 1 wa T 130 wD _ -14x8 lwcd BY IBLDR MIN ;1, REFRIG 2FROM WALL VERIFY = NOOK LOCATION W/ BUILDER r 9 12x12 rag i A O. 8" 8x 1, 40 FOYER 2868 12x 2 ra STEP N. 4" dryer duct 0 10' CEILING W.H. roofca to I_ P w drY er vent box DEN r; < H 1 0 I BEDROOM 41' 148 1 wcd J W/O 12 S L. 140 & TRANS. PER 2 CAR GARAGE i ELEVATION 8'.CEIJNG ..�.. .._ j E,. REES EN TRY -�10' CEILING BM LINE 07 GARAGE DOOR - ' ELEV- a lBb1 CD04 S_ 3.0 TON ' W 0240V 11 PH 18x13 Alen s1z scale :1/4"-1'0" S_ platform by G.T. H bldr 9 16 z 7 OVERHEAD DOOR \ AREA \ L A CALCULATIONS NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED 1st FLOOR 1820 S.F. 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROAMS Transfer ducts/grills sized in compliance TOTAL LIVING (AC) 1820 S.F. with Florida Residential Building Code—M1602.4 GARAGE 396 sF. balanced return air. COVERED ENTRY (BASE) 56 s.F EXCEPTIONS 1-3 f--\ FLOOR P I` /� � J I COVERED PATIO/LANAI 137 S.F. TOTAL AREA UNDER ROOF 2409 S.F. ALL ELEVATIONS I I O lv v O. — N O I � � S SL 1L II �I S LLJ n W �V0 / _ L.(7 r U Q �= a O o (D —i �Q Y ♦ j w Z MI 00 OCR O I — m L IJ > Z Z 0 LL1 JQ a J O D Q 12:� m EL J C/) Q Q Rating Must have a minimum clearance of 4 irich,es around the air handler per the State Energy code. All duct has an r=6 insulation value.