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HomeMy WebLinkAboutBuilding PlansTERMITE SPECIFICATIONS: R318.1 TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BATING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." 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 R703.7.2 PLASTER. PLASTERING W/ PORTLAND CEMENT PIASTER SHALL BE NOT LESS THAN THREE COATS WHEN APPLIED OVER METAL LATH OR WIRE LATH AND SHALL BE NOT LESS THAN TWO COATS WHEN APPLIED OVER MASONRY, CONCRETE R703.7.3 WATER -RESISTIVE BARRIERS. WATER -RESISTIVE BARRIERS SHALL BE INSTALLED WHERE CEMENT PLASTER (STUCCO) IS TO BE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. THE BARRIERS SHALL CONSIST OF ONE OF THE FOLLOWING. 1. TWO LAYERS OF AN APPROVED WATER RESISTANT BARRIER MATERIAL IN ACCORDANCE WITH R703.2. 2. ONE LAYER OF AN APPROVED WATER -RESISTIVE BARRIER (PAPERBACKED STUCCO LATH) OVER AN APPROVED SYNTHETIC HOUSE WRAP. R703.4 FLASHING. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. FLASHING SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. EXTERIOR WINDOW/DOOR OPENINGS. - INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTIONS WITH FRAME WALLS. • UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. AT WALL AND ROOF INTERSECTIONS • AT BUILT-IN GUTTERS. MASTER REVISIONS DATE DESCRIPTION STRUCTURAL NOTES: INDEX OF DRAWINGS CAST IN PLACE CONCRETE CODE CRITERIA SHT NO: TITLE 8 S 0 500 PSIS S 3000 PSI COLUMNS AND BEAMS A SLUMP OF 5" STRUCTURAL DESIGN CRITERIA 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH Al 2 DAY F 2 (LAB ) ( )� BE 10 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. FLORIDA FIRE PREVENTION CODE 6TH EDITION (2017) 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. FLORIDA BUILDING CODE ACCESSIBILITY 6TH EDITION (2017) 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. NFPA 70-14, NATIONAL ELECTRICAL CODES (NEC 2014) & 6TH FBCR Ch. 34-43 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 1 1/2" TO FORM U.N.O. 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 31844) THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LBS OF FIBER PER CUBIC YARD. SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301.10) 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED 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 CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP 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. AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE/SEI 7-10 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT ALUMINUM DESIGN MANUAL- 2015 EDITION EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 6th. EDITION (2017) IS TO ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: MASONRY WALL CONST. (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90.014, WITH A MINIMUM NET COMPRESSIVE (B) LOCAL STATE AND FEDERAL BODIES STRENGTH OF 1900 PSI ( Pm = 1500 PSI)2. MORTAR SHALL BE TYPE "S", TO ASTM 7MAXIMUM NTO DEFLECTION CRITERIA ASTM C476 WITH AFORMING 3. COARSE GROUT SHALL CONFORM 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* 'II 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 SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR 1OFT, ROOF RAFTERS LL/180 TL/120 WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. ROOF RAFTERS (W/O CLG) LL/380 TL/240 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 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 1-JOIST** * LL/480 TL/240 *TL MAX 2" UP TO 4OFT SPAN GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. 8. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR **TL MAX 3/4" 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. *** TL MAX 1/2" 1.0. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. VI 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, (I.E BLOCKING OR GABLE END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL TOP CHORD LL 20 20 20 20 SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. TOP CHORD OIL 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 BOTTOM CHORD OL 10 SO SO 10 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION 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 VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, BOTTOM CHORD LL (OPT) C CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SEX) DOES NOT. ATTICS 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 24FV5 LAYUP 1.7E Fb=2400 PSI MIN. 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: ROOF DECK: PLYWOOD C-C GD EXTERIOR OR OSB GENERAL FLOOR LOADING 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) COMMENTS: A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL NOT USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 30FT ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT S 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA (+) 27.6 (+) 27.6 10 (-) 29.9 (-) 37.0 (+) 26.5 (+) 26.5 20 (-) 28.8 (-) 34.4 s 0 50 (+) 24.8 (+) 24.8 O (-) 27.1 (-) 31.1 Q (+) 23.4 (+) 23.4 100 (-) 25.7 (-) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x 7'-0" 16'-0" x 7'-0" (-) 51.3 (+) 24.3 (+) 23.3 (-) 27.5 (-) 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY 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. 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 M-1 HVAC u f c n 3 2 r 2 t " c i i a i i E • TOP CHORD DL (PSF) SEE FLOOR PLAN FOR ACTUAL PRESSURES CHORD LL 0 (PSF) PRE ENGINEERED WOOD TRUSSES BOTTOM 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. 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO GAME ROOM 60 (PSF) COMMENTS: WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. BALCONIES/ DECKS 40 (PSF) 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. BALCONIES OVER 100 SQ:FT 100 (PSF) 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY LIGHT STORAGE 125 (PSF) THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. O LIBRARIES 6. DESIGN SPECIFICATIONS FOR LIGHTWEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. READING ROOMS 60 (PSF) 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 @ 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 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED THE TOP. TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD f. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. MORE INFO. FIELD REPAIR NOTES GENERAL NOTES: 1 DER NOTICE: BUILDER 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. it is the Intent of Designer/Engineer listed In the tltleblock of these ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. documents that these documents be accurate, providing Licensed PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. SHOWN. 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONSIFS Professionals nals clear information. Eve ahem has been made to ry pt 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OFTHE 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 CONTROL OF CONSTRUCTION SITE: PRIOR T APPLYINGHE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY responsible for any plan errors, omissions,or misinterpretations DURINGundetected BOND and not reported to the Designer / Engineer prior to 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONIC. 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 information found in these documents. Any regarding the KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD III 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) "A"x 2AA" 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 questions information found in these plans should be directed to our Quality MASONRY AND (7}10d NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE Assurance Manager immediately. No backcharges will be considered MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 1112" SOS SCREWS AND (5) 1/4" x 2 1/4" TfrENS ONE EACH SIDE OF TRUSS. TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER for reimbursement by the Designer/Englneer without advanced PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED TO, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER notification and approval by the Designer/Engineer. NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON. Payments will be made in accordance to the terms of the agreement MISSED, CONTACT THE FOR FOR SUBSTITUTION. z S CODE REFERENCES ARE SUMMARIES OFF CODE SECTIONS. i 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. 16d x 2-1/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN B" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT ` FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. OMES orthwest Florida 3000 GULF=REEZE PARKWAY (GULF:REEZE. F�n('�IDA 0312563 MODEL 1780 11/,)kp IAEVIEWED �0 CODE COMPL ST. LU IE COUNTY BOCC FILE COPY t m hill _ m v J4 • 2 Ecw g� F 0 m l 'g g LL. A W a3a w m m gaF IL .�, VM11Y.F0SEN6.COM ❑©❑ N v ^ H Z m s zo 8 c W Z N cy J N a r-i - rO Z c / , `W W w � '�•* E O m E L O w Un=e M c \/ W1 m 1- M U N E JS 0 W 1- O Qj L) 1:� =p Q20 3 if ® DAMS HOMES ui a m 'v FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 PORT ST. LUCIE IVI Jab Information: O FL zo�� LU N m ao L0 3 tm a O J W cc,(,) LO O LL J VI Model Name / Number: 1780 VI Pian Issue Date: Thursday, October 29, 2020 KA PROJECT NUMBER: 20-6780 Sheet: I Of. COVER SHEET (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION TRADE REINS. SEE PLAN 00 N 16" `-(2) #5 REBAR FM01 I SINGLE STORY FfG REINF. SEE PLAN -FY #5 REBAR (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION 81, OPTIONAL CURB FOR F F_. VARIES MASONRY 0 ELEV. 0'.0' ;." '. - - - W/ (1) - #5 BAR CONT. »• '�`' I 2 STORY: 20" X 20" REINF. N W 3 - #5 CONT. SEE PLAN - r BEARING 16" (2) # 5 REBAR 1/2" =1'-0' FM02 I SECTION @ GARAGE '..., 1/2• =r-o" FM03 I THICKENED EDGE 1 1/2"=1'-0" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION PROVIDE 13"WIDE FRONT WALL RECESS AT GARAGE OF GARAGE DOOR. EXTEND 6" BEYOND F.O.M. EACH END, TYP. I tLGAR. FIN. FLR: I ALIGN DRIVE W/ BOTTOM OF RECESS & PITCH DRIVE ? 2 STORY: 20" X 20" 4" CONIC. DRIVE W/ 1/2" EXP W/(3)- #5 CONT. JOINTS 10" D.C. TYP. 18" (2) #5 REBAR FMO9 SECTION @ GAR. DOOR I 1(2"=1'-0" _2x BRG. WALL 2 STORY: 20" X 20" /j(SEE FLOOR PLAN W (3 - #5 CONT. / FOR MORE INFORMATION) = 1,-0" SEE PLAN EE PLAN 4" 16" 4" 245 REBAR FM-IISTEP DOWN BRG. 1/1"=1'0" FM12 STEP DOWN NON BRG. 1/2" 1'-0- SEE PLAN OPTIONAL CURB SLOPED GROUT a OR MASONRY AT TO DRAIN 4"x 4"x 16' 4+ SEE PLAN ELEV. 0'-0" WITH CURB - TYP. SEC. (1) 45 BAR CONT: (G.C. VERIFY) , z , , , F.F. REINF. io "• a (SEE PLAN) 2 #5 CONT. INSTALL LINING ` •.�,�- : U To 2 #5 BENT BARS W/ MATERIALS PER MIN: 25" LAP SPLICE FBGR. P2709.2 V) N MUDDED FLR. 16" SLOPED TO DRAIN #5 CONT. MIN. FM14 I SECTION @ RECESS SHOWER 1 1/2" = 1'-G" FM18 TYP. STEP FTG. DETAIL 1/2" =r'-0" ALTERNATE: THE REINF. BARS SHALL BE #5 CONT REINF REINS GRADE SEE PLAN CONTINUOUS AROUND CORNER SEE FOR BY COLD BENDING THE BAR WITH T QUANTITITY MIN. BAR LAP OF 25" ,r #5 X 25" X 25" - CORNER BAR ONE N E FOR EA. HORIZ. iv REBAR TYP.U.N.O. - (2) #5 REBAR 16" A/C CHASE 4" PVC SLEEVE 2 STORY: 20" X10" THRU FOOTING W/(3) - #5 CONT. FM19 TYP. CORNER BAR DETAIL 1-1/2"=1'-0" FM23 TYP. FND PENETRATION 1/2"=1'-0" STEMWALL SCHEDULE STEMWALL FOOTING DIMENSION MAXIMUM F.C. SPACING (D.C.) NUMBER/SIZE OF BARS LAT. HEIGHT (h) d 1 STORY 2 STORY b 1 STORY STORY b 2 STORY IN STEM WALL O'-O"-2'-0" W 10" 16" 20" W/ (2) #5 BARS <674# 61-8" >2'-0"3'-4" 10" 10" 20" 24" W/ (3) #5 BARS 674# 5%4" >3'-4" - 4'-0" 12" 12" 32" 32" W/ (4) #5 BARS 845# 4'-0" >4'-0"- 5'-4" 16" 16" 48" 48" W/ (5) #5 BARS CONT. 1162# 2'.8" & #5 @ 18" O.C. TRANSV. SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL NOTES: 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL o INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SEE CHART ASV. -MAX F.C. a e SPACING STATED IN SCHEDULE SPACING (D.C.) n,o" 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND W.W.M. TO BE TIED TO #5 CANT. REBAR ERT. F.C. ABV. TON. WALL WHEN STEM WALL EXCEEDS 4'-0" FIBERMESH CAN NOT BE USED AND CONT. TIED ro , PER PLAN SPACING #4 TURN BARS ARE REQUIRED O EACH FILLED CELL LOCATION. EACH BAR TO TICALKORLZ Ea. vERTICAL REINF. BAR EA VERTICAL EE NOTE TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM #4 TURN BAR 0 STEM #y 3. IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO WALLS GREATER THAN CONSTRUCTION FOR MORE INFORMATION 4'-0" (1) #5 HORIZ. CONT. TIED to° " `'' " ' ; < • ` 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK Eq. VERTICAL PONT, B ,n "16° FILLING IS TAKING PLACE FIN GRADE -a' MIN. I v 'C. 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK ® 16" TO TOP OF ,i n r ®. h " O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" STRIP FTG. v TALL (TYPICAL ALL CORNERS) COMPACTED CLEAN FILC °' ' • `� " 6. IF STEMWALL IS WITH IN 5'-0" OF POOL OR WATER FEATURE FOUNDATIONS IN MAX 12" UFrs STRIP F OF ^MIN. COVER "SEE NOTE 5 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. E RSCHEDULE REINF. PER 0 b S. R.403.1.4 MINIMUN DEPTH: ALL EXTERIOR FOOTINGS (BOTTOM) SHALL BE (3 SHOWN) PLACED AT LEAST 12" BELOW THE UNDISTURBED GROUND SURFACE. 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL FMASW I STEM WALL SCHEDULE NTS GENERAL FOUNDATION NOTES UNLESS NOTED OTHERWISE 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR. BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2 4" 2600 PSI CONC. SLAB W/ 6X610/10 W W F. OR MINIMUM .75 LBS OF FIBER PER CUBIC YARD FIBERMESH/FIBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUPS INSTRUCTIONS AND NER-284 FOR FISERMESH OR NER-414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER & TREATED FOR TERMITES. 3 • INDICATES FILLED CELL W/3000 PSI CONIC. FROM FTR. TO BEAM W/ (1) #5 REBAR GRADE 40 U.N.O. TYPICAL ABV. SLAB. HOOKED FIG DOWELS 17" EMBEDMENT W/ 25" EXT. ABOVE SLAB. 4 CONSULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS OR SUDING GLASS DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE U.N.O.ON PLAN, 6 NO WOOD STAKES PERMITTED IN FOUNDATION. 7 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN, G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. 8 ALL FOOLING SHALL BE MIN 12" BELOW GRADE 9 MASON TO COORDINATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB 10 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY 11 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR ) IN EQUAL UFTS NOT TO EXCEEDING 12'.THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000P`SF. FOOTING SCHEDULE MART( SIZE DEPTH REINFORCING - GRAVITY CAP. Ibs P1.0 -0 1'" X CONT. 1..0.. 2 #5 E.W. BUT, 2000 F2.0 2'-0' X TO' 11O" 3 #5 E.W. BOT. 7200 F2.5 2'6" X 2+6° V.0. 3 #5 E.W. BOT. 11000 'F&0 3'4" X 7.0" 1'-01. 4 N E.W. BOT. 15600 r3.5 3'6" X 3'6' 1'-0" 4 #5 E.W. BOT. 21500 FZ0 4' W X 4'-0' 1'-0" 5 #5 E.W. SOT. 28000 F F4.5 4.6" X 4'$' 1' 4' 5 #5 E.W. BOT.. 34500 F5.0 5'-0" X 51{1" IA" 6 #5 E.W. SOT. 42600 F8:0 W-0' X 6'-0" 1' -0" T #5 E.W. BOT. 51500 LEGEND Q - INDICATES SINGLE STORY FOOTING ® - INDICATES TWO-STORY FOOTING • INDICATES PAD FOOTING 3" TO SANITARY SEWER PLUMBING RISER I ETLFiu 31-'-0" 4'-0' 7'-0" 3'-8" 2.0" 03 w m FM01 F2.5O 3,1 = co 3.1 _________________________ v________ _ I I. F.G. 9 W/C L____ -- 4 3.1. 1 21.. 3 4,_3,r 3,_3„ In , SLOPE r ------------ Q ' ib 5'-0" 3' 8" 4 STEP DOWN 4" ro , ' ■ ei 1 I I y 1 ■ 1 o�P I I I"i 6'-10" 3'-2" 2'-11'h" 7'-2'h" , O ' 4 - , IIHVACII) dE_ I TUB) UB ) II ' ® i ley 1 LAV W/G',-., I I � I ■ i trll� r -� � o y $ �I. {f1---t�-------------- 4 ■ 11'-0" PROVIDE CHASE -Nit. ■ FOR HVAC UNIT - - - o er lr� a , r � � I �s ' I r - IlF.. ' D/W I °2 "I-in * ® i, - _ DB - - - - J 1 �IWASHI� PROVIDE ELECTRICAL- .SINK i ��l OP & PLUMBING SERVICE = i 3� THRU SLAB 0 ISLAND :w: lP I q LOCATION icy' v 3.1 tlt�lr in (REFER TO FLOOR)-. ttthh r -- - - - - -- -- -- -- ----- _ -- -1, i 1 1 ■ I r - STEP DOWN 4" - - - - -- - - -- - - --' n.. I I W.H. REFRIG. I /2 10 ■ ; I ' I , zn I FM 2 I I ------'--- ^---------' 3.1 on , STEP DOWN 4" I I *T ____ ___ __________ I I 1 N . ' N 2'-0^ 4.4» 1 ' 20'-0" I 1 ■ ■ q FM01 4 in 1 2.-0" 2,_4» 7'-0" 2' 4„ 6,-4" 3.1 ' 4 I I HOSE 12" SQ. CMU COL. W/ FM03 I (2) #5 BARS I 3.1 #5 BARS I BIBB (2) #5 VERT. GROUTED 3.1 I W/IN EA. F.C. , W/ W IN F.C. - - - - _ - - -Kill a ■■ ■■ F2.5 'V iJ 2� 0» 18,-0„ 2,-0„ 20'-0» 20,-D• 40'-0" FOUNDATION PLAN SCALE: 1/4" =1'-O" ELEVATION "A" c I c NEIB_ to O ti co 1co E o � r m (Ji <Ji ��n a Rks 5 13 2tL i13� .� 5g� W9001 m fall? ?Z r" o$@� -o o 2 a � w r # W1WI.FDSBVG.COM 000 N V H Z 7 - o 3 < to m -to Z '" o Ln O M N ( N J ry W lL I L 4� w -c E p E g - t Q w g Ln ix N U � E W t08 j"DAMS HOMES �■■gin■I� °>r FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZEFFLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: >' w N ,D r M a a O z 4) LtJ o C d in Z W Lc)cc U 1-�Um ® 00 v/ vJ Ln 0 N♦ Model Name / Number: N 1780 ro ♦ Plan Issue Date: 4 Thursday, October 29, 2020 0 ♦ F KA PROJECT NUMBER: Y 20-6780 � Sheet: I'� Of 3 r no FOUNDATION PLAN V LOAD CALCULATIONS COOLING GREATER THAN HEATING G NERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 1780x3 5340 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 200 GEN UGHT'G & RECEPT. + APP. CIR. = 33,887 SUBTRACT 100 % OF FIRST 10,000-10,000 A= 23,887 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C (AUXILIARY HEAT STRIP.) 10,000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS ® 100% = 10,000 + 40% OF "A" = (.40 x 2307) = 9,554 + 100% OF "B" = (20,000) = 20,000 TOTAL WATTAGE = 36,554 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 152 ASSUMED EDGE OF WALL 2x6 WALL (FLOOR'TO CEILING) USE 2 RED HEADS —� ) TO ANCHOR WALL FM24.1 ALTERNATIVE PROTECTION BARRIERI N.T.S. INSTALL FAN BOX PREWIRE ,1 , i , , , I i , 1 , , , , , , , WP GFI 0 0 0 ------ i F , , , ------ I I I I I „ I , ! ...DOOR BELLWP -__ - -- -- -------------------------------------'- GFI ------------- i i i i i i i py INSTALL FAN ,BOXPREWIRE I I I I I I I �INSTALL FAN �BOX PREWIRE / I O ------------- I ------------- FI I CHIMES I � ` `INSTALL FAN BOX PREWIRE I Y I GFI 220 I u N LIP wGHAT 42" AFF v 220 W.H. I '1 ATTIC ELECTRIC Lu SF REQ'D BY CODES Lu Z °¢- w w 3FIFI AT GFI L2" AFF FOR GARAGE DOOR OPENER \ _______________________i l , r W a(3 (3 w w Y COACH LIGHT — _ COACH LIGHT ELECTRICAL PLAN St ALE: 1/4" =1'-O" ELEVATION "A" ELECTRICAL NOTES. UNLESS OTHERWISE NOTED. I. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" APE BATHROOM 39" AFF LAUNDRY ROOM 36"AFT EXTERIOR WATERPROOF 12° AFF GARAGE GENERAL PURPOSE 42 AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES SO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND 6th EDITION FBCR, ELECTRICAL CHAPTER 34 THRU 43, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC 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 FBGR E3902.16 ALL 15 AND 20 AMP BRANCH CIRCUITS ARE REQUIRED TO BE ARC FAULT PROTECTED. 7. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED INALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70-14. SUCH DEVISES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. S. COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE PERMITTED IF EACH MEETS THE APPLICABLE UL STANDARD. 9. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 10. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 11. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATRC 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 65 dBA AT SO 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 SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLESTS SHALL NOT BE REQUIRED ON A WALLDIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24 THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THE 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. PER 6th EDITION FBGR 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 406A2(A) 15. RECEPTACLE OUTLET IN GARAGE FOR GARAGE DOOR OPENER TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI). 16. ALL PERMANENT INTERIOR AND EXTERIOR LIGHT FIXTURES TO BE 100% CFL BULBS ELECTRICAL LEGEND ® SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH %%� FLOOD LIGHT $4 FOUR-WAY SWITCH V V $DM DIMMER SWITCH CI FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE o CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET �yL W GROUND FAULT INTERRUPT h ti DOOR BELL CHIMES (� WP WATER PROOF W/ GROUND FAULT 0 220 VOLT OUTLET O— DOOR BELL ® SPECIAL SERVICES OUTLET D0 P DISPOSAL N❑ T,V, CABLE OUTLET L= DISCONNECT SWITCH -44 TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING ❑ JUNCTION BOX WATER PROOF RECESSED LIGHTING O THERMOSTAT BATH FAN O LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT I C INTERCOM SYSTEM ® L.E.D. DISC LIGHT ® GARAGE DOOR PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY RNAL AMPS NEEDED SAME AS UNDERGROUND WITHELECTRICALC NTRACTOR 200 AMP SERVICE � 200 = 2M COPPER OR 41M ALUMN. IN 2" CONDUIT METE 11 MAIN \�-// DISCONNECT 200 AMP A/C DISCONNECT UNDERGROUND SERVICE # 14 COPPER TO LIGHTS AND OUTLETS POWER COMPANY TYP ELECTRICAL #12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE INTERSYSTEM- #8TOHVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER 0) 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. FILE C - 1400 83 8 55� u5 g F Lo 00 • g " = o .V ik ik .8me Oy`H'�5 a 13 gar ¢§s 2m r. o �mg; u M m `o i e � 3 `g YNIW.RWEN6.COM ❑ 11171 LO z m Zn Z� a ri n Z N � M W C 0ty m w �- J w 0 F o 0 8 a � 01 400 r%A Off! L 1p%"1aQ FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE,FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦I Job Information: L.L O o z N c o6 e-1 W O � LO N �, tf 07 m y z 00 F - In �20 3 (n 01 m 0JLtJZ) M u0 o LL. _I m Ul U) ♦ Model Name / Number: 1780 l; ♦ Plan Issue Date: Thursday, October 29, 2020 g ♦ KA PROJECT NUMBER: Y 20-6780 i Sheet: 4 Of: 0 N ELECTRICAL PLAN 1 SEE DIET. TBO3 G.C. TO PR( BLOCKING - W/ APA RE( FOR SPAN F 7/16" OSB SEE "HIP/R BLOCKING" 20'-0" MAX 20'-0" MAX ** ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING THICKNESS IS 15/32".) IF 15/32" IS USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP SECTIONS EQ. d W O CONTINUOUS BOTTOM CHORD BRACING 2 X 4 MIN. SEE DETAIL TBO4- "X" BRACE SEE )VIDE DETAIL TBO1 y -0 COMPLY :OMENDATIONS ATING OF q a IDGE DETAIL Q 4 O � � a FTTEQ. ♦ i l 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 7F71 4 FT. 2 I I I OI O 3 ; ,O 2 ------------------------------------------------- 5 FF 4 Ff O r O 5 Ff. 4 FT. O2 I ` I O O 2 I A IOOI^ I I I 4 FF. 4 FT. 4 FT. - 0 - - - O O 0 - 4 FF. ; O O ROOF NAILING ZONE DIAGRAM NAILATBASE 2ROWS@4"OC.W/8dCOMMON NAIL ROOF NAILING SCHEDULE: " NAIL AT TOP PLATE TWO ROWS @4"O,C.W/8dCOMMON NAIL NAILING ZONES (SHINGLE AND TILE) © NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" 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.0 IN FIELD O STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING W/8d COMMON NAIL SHANK NAILS) O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER NOTE: W/ 8d COMMON NAILS @ 4" O.C. 7/16" OSB MIN. (SHINGLES) SPAN RATED 24116 GO (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL OR ROOF SHEATHING: (APA RATED EXPOSURE 1) 15/32" OR GREATER MEMBER IF GABLE END COX PLYWOOD (TILE) •- NOTE: Bd NAILS FOR WALL SHEATHING MUST BE MIN A31" X 2 1/2" DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO MORE THAN 1/8', ALTERNATE PANEL WALL SYSTEM (PREFAB) ATTACH WALL SHEATHING W/ STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM 1/8" SPACE IS 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 EXPOSUREI I (2)- 2x TOP PLATE 15/32" OSB BEYOND EXPOSUREI SHEATHING SHEATHING -I I - - I II II II I II II II II II II PROVIDE I II BLOCKING AS II II_ REQUIRED PER = SECTION X-X IF II I NOT FULL II II HEIGHT SHEET C II II II II II II II II © LOOR SYSTI W LL SHEATHING 2X RIBBON VERTICAL OR BLOCKING BETWEEN FLOOR SYSTEM 1/2" I- II II II II 2x I I II II BLOCKING @ ALL ww SHEATHINGEDGES ji-Ao"(SOLID (SEESECTION X-X) OZ III OPENING III II III III - F - III I 11 II _ III II II III II II II I II II II 2X STUDS w � BEYOND. III III IIII I II IIII III IIII I I I I IIII II II IIII I I II I I II II I I SEE PLAN o y �? III II II IIII II II II I HORIZONTAL WALL ELEVATION DIAGRAM "S" = NAIL SPACING 2x4 P.T. BASE PLATE BEYOND SEE PLAN J W �r~2fi8r pa.8co ~- n W 0 ~ N W LL N LL AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7/1 a" FLITCH PLATE TO WI (2) 12d TOENAILS II END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. ALTERNATING STAGGERED BLOCKING S .TON x-x 'CONTRACTOR TO INSTALL EITHER HORIZONTAL OR VERTICAL BLOCKING AS SHOWN. BOTH ARE ADEQUATE ROOF CRITERIA .16' OVERHANG @ EAVES U.N.O. -12" OVERHANG @ GABLES U.N.O. -SQUARE CUT FASCIA -ROOF PITCH PER ELEVATION -SHINGLE LOADING TB13 I WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. C C TYP UN( C C CONNECTOR SCNEWLE FOR: ADAMS HOMES-1JB0 A BASE TRUSS ID - SEARINGPONIT TRUSS ACTUAL UPLIFT-CONNECTORro '. CONN ECTOR UPLIFT. DESIGN RATING " PAMPERS NOTES C3-CS,CIP-CSP,CiV-CSV.E],F/P.EN, H7, H7P, HN LIN -489#or less HE1A36/PERTRUSSMFG 1810E (9)19d"1-1/2' CIA-CSA; E6A H15A. L/R -660 AOr less H10A/PER TRUSS MFG 10404 (18)10dx 14/P MI - MIX L/R -948 por i¢sz HETA36/HRAl6 183o#/1830# (9)dx 14/2" (5)1O0d x 1-112- MS-M7 L/M/R -16BS por less HETA16/HETAI6/HETA16 2810#1 ISION/Isla# (9) lad x 1112" I5)10d x 1-112" (9) lad x 1-1/2` ME L/M/R - -3750#orles5 (21HETA36/HTT4/(2)11ETA16 2365#/42359 2365# (10)lad x 1-1/2' (18)l6d x 2.1/2" 10) IDd x 1-1/2^ 5/8"A.T.R. EPDXIED ,x,/SIMPSON"SET'@HTfI ' M9.-A34 L/M/R %8124o1 less. HETA16/H10A/HUA16 18109/ 1040#/ 1830#. (9)10d x1-3/2" (18)10d x l-1/2" 19) lad x I vV, ASS L/M/R -or less 1022 p -388 ELF orMs 2)HETAl6/HEFAl6/(2)NETA36 1920p/603 PIF 1920IX / 9)lOdx11/2" (10)SOdx11/2• HETAi6@32`O.C. AT COW, BflG. TRUSS MANUFACTURER:-Psobulld/BF9 DATEOF 000UI': DATE OF TRUSS CUTSHEETS:. L28/i9 L= LEFT, R= RIGHT & M =MIDDLE BEARINGS. BEARING LOCATIONS ARE REFERENCED TO TRUSS MANVFAC UREYS TRUSS DRAWINGS. NI CONNECTORS ARE SIMPSON PRODUCTS \ \ \ \ \ \ \ \ \ ® \ \\\\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\\\\\\ \ \ \ \ \ \ \ \ \\\\\\\\\\\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ VAULT A CLG.\\\\ F E ODD SPACE VAULT 10'0" FLAT CLG. VAULT \ - " \\\\\\\81011FLAT CLG. \\\\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 717010" FLAT CLG. \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\\\\\\\\\\\\\\\\\\\ UB 32" O.C] AN \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\11011 \ \ \ \ \ LATCL \ \ ROOF PLAN -A- �`WJ SIMPSON - CONNECTOR SCHEDULE USP - CONNECTOR SCHEDULE MARK TYPE CONNECTOR& FASTENERS SEE SYP CONNECTOR B FASTENERS HTA16wl(10)10dx1112'OR SPF EYE, HETA16 wl(0)10d x 1117 OR OFRAMETO MASONRY HETA20 w/ (9)10d x 1 112' 1810 HTA20 W (10)10d x i IP2' 1585 1870 O FRAME TO H2.6AW100)8d NAILS 535 565 RT7Aw'(10)Bd NAILS 515 585 FRAME 1040 RT10AW/(17)1M x 1112" 805 1020 © FRAME TO H1DAwAIS)10d x 1112' 1015 FRAME HIW2w/(18)10dxl 1/ZAT2PLYTRUSSES 930 1080 RT76-2WI(IB)10d X112-AT2PLYTRUSSES MTWI2W/(14)1Mxl 17(ATEXTERIOR 935 1060 O FRAME TO MTS12w/(14)10dx112'(AT EXTERIOR 880 FRAME LOCATION INCLUDE(3)12d TOENAILS) B80 LOCATION INCLUDE (3) 12d TOENAILS) 1005 1185 O FRAME TO MGT.1(22)10d NAILS AND 513' A.T.R,W12' 3330 MUGT15 w/(28)IW NAILS AND 5W A.T.R. wI EM9EDMENT*SIMPSON SET EPDXY 3B6 17 EMBEDMENT w/SIMPSON-S rEPDXY 9 'PINMASONRY O FRAME TO HTS20w/(24)10dx 110(ATEXTERIOR 1125 NTW20 w/(24)10dx 11/2"/AT EXTERIOR FRAME LOCATION INCLUDE(3)12d TOENAILS t910 LOCATION INCLUDE(3)12d TOENAILS 1285 1990 OFRAME Ft TO 42) HTS20 w1(46)1M x 117(AT EXTERIOR 2250 (2) HTW20 wl(48)10d x 1112'(AT EXTERIOR FRAME LOCATION INCLUDE(6)12d TOENAILS 2620 LOCATION INCLUDE(6)12d TOENAILS (EA) 2570 9060 FRAME TO HGT-2 w1(16)10d NAILS AND (2) 6/6"A.T.R. HUGT2 w/(16)1M NAILSAND(2) 518"AT.R. © w'112'EMBEDMENT wI SIMPSON'SET' 1069D w112" EMBEDMENI SIMPSON'SET" 7020 9790 MASONRY EPDXY(HGT-31IOR3 LY) EPDXY(HUGT3 FOR 3-PLY) TO FGTRW(18)1l4" x 3" SOS WOOD SCREWS RFUS W 412) W53 WOOD SCREWS AND OFRAME H MASONRY AND M 1)2"x&'TITEN HD ANCHOR BOLTS 3400 472E (4)314"x6'WEDGE-BOLT 71M (1) LGT2 M(16) 1 Ed SINKERS J7 FRAME TO 8(7)1/4"x 2.1/4"TITEN2 1760 2030 MASONRY SEE NOTE 86 BELOW ® FRAMETO (2) LGT2 M (32)16d SINKERS & (14) 3500.M 1/28)16d RAMS( 4060.M (2) LUDI w/ (32)18d SINKERS & (10) 3100-M 3100-M MASONRY/ FRAME OR(28)1fid SINKERS FOR FRAME (EA) 3240-F SINKER (FOR 3n0{ 1R(3) WEWEBCLTKERSFI2 F FRAME (EA) OR(32)16d SINKERS FOR FRAME(EA) 3800'F /520F J3 FRAMETO MASONRY 1 (2)LGT3 w/(24)1W x3"SOS SCREWS 4730-M & (8)118" x 5' TTEN (2 PLY TRUSS) 86]0.M (2) LUSTS wl(24) 1/4"x 217 W625 SCREWS 8 (4) 3/r x 5' WB (2 PLY TRUSS) (kB0-M 7060-M 5010E 6960-F BMW 7]10.F FRAME OR (52)16d SINKERS FOR FRAME (EA) OR (50)184 SINKERS FOR FRAME (EA) O BEAM TO HU410 OPT HUC410 w/(18)16d&(1a)IOd 002630 HD410 OPT HD4101F WI(20) 16d&(10)1Sal 3#3080 BEAM NAILS U#1895 NAILS UP1950 ©BEAM TO MU4100PT HUG10 w/118)TITEN 01 4500 HD410 On HD4101r M(2D) 1AV x 3- 003355 MASONRY 1 1/4- .2 3/4.8 U0) iM NAILS U*1800 WEDGEBOLT & (10)1Od NAILS UI L2 BEAM TO MASONRY I HU46 OPT HUC46 W (6)10d NAILS 8 G41340 (12)114' x 23W THEN(TO MAS.) U9980 G830M U#1135 HD46 OPT HU46 wl (8)10d NAILS 8 (12)IM"x 2314" TAPCONS(TO MAS.) GN1625 U91030 Gx2015 U9850 FRAME OR 0 Z 16d&(6) 1 SO (FOR FRAME) SYP-F SW-M OR(12)16d& 16) 1 Od(FOR FRAME) SYP-F SYF`W FRAME TO (2) HETA16 OPT (2) HETA20 1920 1920 (2) WA16 On (2) HTA20 1870 O MASONRY 1-PLY wl (10) 1 Od x 110OR 2386 2365 4-PLY wl (10) 10d x i 1/2"OR 2430 2-PLYW(12)1M 2-PLY w/(12)1M HTSM 16 w/(8110d NAILS AND (4)114'x21/4- BW 1110 HTWM16 W(8)IOd NAILS AND (4) 1MNI 3/4' 1141 1225 FRA HETO TAPCONS WEDGE -BOLT N O MASONRY OR OR HTSM2O M(10)IM NAILS MO (4) 1MYT 1/4' 955 1110 TWM2O w/(10)1 M NAILS MD (4) 1149L W3 TAPCONS WEDGE -BOLT 1145 1225 OFRAMETO H103 W(8) 8d xi 112- NAILS AND 42) 31"' 780 BID MASONRY TITAN HD �2Z Is wx11R'SOSWOOD DTH-TZw/4B)/N'x11/C WSI5 WOOD O FRAMETO SCREWSAND(1)112'BA.T.R.EPDXIEOw1 183E 2146 SCREWS MO (1) 17 B AT.R. EPDXIED wI 1610 1836 MASONRY 1 SIMPSON "SET' (SEE NOTE 114) SIMPSON "SEP'(SEE NOTE 84) HTT5w/(26)16dY2112'MNLSAND(1)5/8'3 HTT45 w/(26)16d 2Q 112-NAILS AND ® FRAME TO MASONRY A.T.R. EPDXIED W/ SIMPSON 'SET 4375 5090 WrE AT.R. EPDXIED W/ SIMPSON - 50m (SEE NOTE B4 BELOW) (SEE NOTE 94 BELOW) HTT4w/(18)lSd K2112"NAILSAND(11618'3 HTTd6 w/(18)16d a 112-NAILS AND(1) O FRAMETO MASONRY AT.R.EPDXIEDWISIMPSON-SET 3640 4235 Nrf ATA. EPDXIED V SIMPSON "SET - 4160 (SEE NOTE 04 BELOW) (SEE NOTE#4 BELOW) OFRAME TO H105 wl lRl)1M xi 112' NAILS 785 910 LUO171 wl (23)8tl x1112"NAILS 875 1045 FRAME O FRAMETO HM9K1`W144)19NIIWS1NSWWD 740 780 RrIww/(9)IMxl lar NAILSa 1395 139E MASONRY SCREWS &(5)114'x2114"TAPCONS (4) 1l4'x 1 314'TA PCONS FRAMETO MG'T W (16) IIV'Xr SDS WOOD SCREWS & O MASONRY (1)6/rO ATA, EPDXIED W/ SIMPSON"SET 366E 4940 w iT MIN. EMBEDME (2)VGT w/(32) 1AWNSOS WOOD SCREWS OFRAMET0 MASONRY &(2) 5W 6 A.T.R. EPDXIED .1 SIMPSON 5170 7195 "SET" w/ 12'MIN EMBEDMENT O FRAME TO VGT w/ (16) V4'x3" BIDS WOOD SCREWS & HDU4-SD 82.5 w/(10) 1/4'x2112'SDS WOOD 3285 4565 MUGT15 d(22)1Od NAILS &1RT45 w/(18) 4160 FRAME SCREWS B(1) SBS" B AT.R, 1M NAILS&(1)5W2 A. T.R. TO (2)HTTS w/ 152) 16d5¢ 117 NAILS 8 (2)( T46w/(5Z 1(MI 17 NAILS OFRAME FRAME (1) SIN'e A.T.R.(SEE NOTE 94) 4375 SURE, &(1) SIB" B A.T.R.(SEE NOTE W) SOUS OENALeI CrwMFrvrOR Mamas: 1. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEANING WOOD WALLS I SEAMS W(2)12d TOENAILS. 2. ALL TRUSS TO TRUSS CONNECTIONS ARE PROVIDED BY TRUSS MANUFACTURER, U.NO ON PLAN. 3. G.C. MAY USE EJTHEH SIMPSON OR USP CONNECTIONS, SEE FRAM ING PLAN FOR CONNECTOR CALL OUT. 4. FOR SINGLE PLY TRUSSES SCAB CPI FULL HEIGHT SYP #12Y4" TO TRUSS VERTICAL WEB Val (2) ROWS OF 10d NAILS 0 W O.C. STAGGERED. 5. 12- MIN. AT.R EMBEDMENT @ CMU BOND BEAM N.N.G. 0. SCAB TRUSS CHORD wl V•r2x SYP 82(MATCH CHORD LUMBER SIZE) w/(2)ROW51M eJ 4" MOM END &4"O.C. STAGGERED: CENTER AT CONNECTOR LOCATION AS MUCH AS POSSIBLE OMINIMALCONNECTOR MOON FRAMING PLAN 1. CONNECTIONFOR ALL ROOF/ FLOOR TRUSSES TO MASONRY WALLS/ UNTELSI ICF WALLS UNO ON PLAN 2. CONNECTION AT 24'OR 32'OC. PENDING VERTICALS FOR ALL FLOOR TRU&SES PARALLEL TO MASONRY WALLS SEE DETAIL FB12158.1 FOR MORE INFORMATXIN 3. CONNECTION FOR ALL HIP JACK (CORNER JACK) TO MASONRY WALLSIICF WALU LINTELS 4. CONNECTION FOR ALL CONTINUOUS RIM BOARD TO TOP OF MASONRY AT S2' O.0 MAX. wl (2) AT EACH GORIER, G.C. TO VERIFY LOCATION W ES NOT CONFLICT w?JI (IF APPLICABLE) LAYOUT 6. CONFECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALLB)EAMS w/(2)12d TONAILS O MINIMAL CONNECTOR MOON FRAMING PLAN 1, CONNECTION FOR JACKTRUS9 TO WOOD WALL OR BEAM © MINIMAL CONNECTOR LINO ON FRAMING PLAN 1. CONNECTION FOR ALL TRUSSES TOINTERIORIEXTFAIOR BEARINGWOOO WALLS AND/OR BEAMS ROOF FRAMING NOTES 1. SHINGLE ROOFING SYSTEM OVER MIN. 7/16" OSB ON PRE-ENGINEERED WOOD TRUSSES AT 2'-O" O.C. MAX. (SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPE AND OTHER INFORMATION. 2.THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2X4 #2 SYP WITH (3) 10d TOENAILS EACH ENO. THE SHEATHING IS TO BE NAILED WITH Ed NAILS AT 4" ON CENTER AT ALL EDGES AND THEN B" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE 11905A.1 - - - NOTE TO FRAMER - - - IF ROOFTRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FDS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 C.M.U. OR ICF WALL SEE TYP. WALL SECTION ' 2x4 P.T. FASTEN TO C.M.U. W/ 11/2" LONG T-NAILS 0 2'-0" O.C. SECURE JCHANNEL RE METAL DRIP EDGE + 2 x SUB -FASCIA o ALUM FASCIA CONTINUOUS VINYL OG.C. SHALL VERIFY SOFFIT MATERIAL CAPACITY TO RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING WIND PRESSURE TYPICAL SOFFIT SUPPORT DETAIL U c `gllltlfES[ lf1JJI p' �10 Cj FL OFBx© y 11SSe6a1a1; Io .ID Io- wI 6 g5 ggi ® eNi (O g� F y 0 m N T5s ro0 C L1R S$N'OI LL lL '&E � r y QJI ._BoSAi 9 88g '$ �` Gt%imLvB a 5 $� a3 m� Ii w 1 g Ea $w 13 LL0R8 DQe3 ¢ O NSE m DO ZN ¢ a 0 88 0 0 H 2 @ w n,9s IY 5 G � g g VNJB'.FOSENG.Cl1M ❑ ❑ ❑ N N Z � Z N Z 1w LO 1 E� `° •B'# `awe '. Q w }^ g f13 m N E N DID O .% O cCi• i� as ct gP ¢CNom em DAMS HOMES �m g'1 FLORIDA CONTRACTORS LICENSE NO- CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: o N r N 0 N r M q a O Z c la v O d c u � DO In m °- LLI ZD M LO 0 w N ♦ Model Name /Number: 1780 Plan Issue Date: Thursday, October 29, 2020 c ro V KA PROJECT NUMBER: 20-6780 s a 0) Sheet: 6 Of: 0 ROOF PLAN A O TYP. TIE BEAM W/3000 P.S.I. CONIC. W/1 #5 REBAR CONT. SIMPSON SP4 W/(15)-500 X 11/2 SPOT OR SP8 FOR 2x6 AND 2X8 WALLS DOUBLE 2X TOP PLATE STANDARD HOOKS SEE MS05 FOR MORE INFO am TYP. FILLED CELL W/3000 1 P.S.I. CONC. W/1 #5 REBAR VERT. INTERIOR BEARING WALL INTERIOR SHEARWALL I EXTERIOR FRAME WALL 8" C.M.U. )' 2"X #2 SYP/SPF P.T. W/ (3)1/2" X 8" "J" BOLTS OR (3)1/2" X 6" EXPANSION ANCHORS OR (6) 3" X 1/4' TAPCONS OR }' (8) 2 7/8" HILTI TD-DNI NAILS 2x BASE PLATE SEE PLAN FOR MORE INFO MS03 FRAME (EXT/BRG/SHEAR) WALL TO N.T.S. #5 REINF. 20" MIN. LAP BAR H 403 OR#4 REINFORCING BAR 25" MIN LAP . -�-� P #5 STD. 90 HOOK #� 5 RAG BAR #F LAP CPI ICE SCALER"-1''0" 36 #6 REINFORCING BAR * GRADE 40 U.N.O. #e AIPSSPLICE MS05 REBAR SPLICE DETAIL - GRADE 40 7177771 ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2 x 4 1/4" X TA". 12- O.C. 1 2 x 6 1/4- X Ts." 12" O.C. 2 2x8 1/4-X2-A" 12"O.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. 'PRECAST_ ___ _ rn �UNTEL i 1 (2)2X P.T. BUCKS W/ 1/2' O.S.B. BETWEEN ; FASTEN FT i. NAILER TO MASONRY IF DOUBLE 2X NAILER IS USED, LI USE 1/4"X 4 112" TAPWNS. SEE OTHER NOTE FOR SPACING REQUIRED MS11 I 2x BUCK DETAIL N.T.S. SAFE UPLIFT LOAD (# PLF) APPLIED UPLIFT LOAD (# PLF) 3524 50 2362 50 2707 474 2272 1395 2080 50 1136 105 607 405 383 105 O O 8F16 - 113 / 1T------------ - - ---- --- ------------------------ I 1 1 8RF14 - 113 / 1T I I I I I I 8F16-16/1T 1 1 I I 1 1 8RF14 - 16 / 1T I I 1 I i 1 i 1 1 I I I 8F16-1B/1T I r 1 1 1 1 81F16-16/1T 7 ' T r 1 1 1 1 11 r I 11 8F16-16/1T 81F16 - 113 / 1T (min.) I I 1 1 I I I 1 1 11 LINTEL BEAM:- 1 COURSE LINTEL BLOCK W/ L # 5 NONSHEARWALL SEGMENT BAR & 3D00 PSI GROUT, MIN. 25" LAP (ACI 530) TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. RLIPDCELL FILL BLK. CELLS WITH 3000 P.S.I. GROUT ONE #5 0 LOCATIONS SHOWN ON THE FOUNDATION CONIC. SLAB SEE PLAN AND FLOOR PLAN. FOUNDATION PLAN MIN. LAP 25' (ACI 530) am FOR MORE INW TOP OF SLAB + IJ MS021 TYPICAL SHEAR WALL SECTION I 1. 1 1 I i I 1 1 I 1 I 1 1 I 1 I I I 1 1 1 1 I 1 1 1 1 I r I 1 1 , , 1 I 1 1 I 1 1 1 I I 1 I 1 I I 1 1 I 1 1 I I I 1 3 I I I , I I , I I , I I , I I -------------- GENERAL NOTES 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THROUGH OUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END ALL RECESSED LINTELS TO HAVE MIN. 8" BEARING EA. END 4. * LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES. THE STRENGTH OF THE UNTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT FOR FOR APPROVAL. 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS, GENERAL CONCRETE LINTEL APPROVED LINTELS: CASTE-CRETE, QUALITY PRECAST, LOTTS, PRO-CRETE F = RULED WITH GROUT/UnUNFILLM 6 RE6AP ATTOP R-RECESSED MIN. 11iR 'D OL/2IT CIFAfl rRM11F#5 I BOTTOM OF UNTE OF LINTEL CAVITY �.. TOP KNOCK OUT +III UNTEL BLOCK COURSE F16-1B/1T 1 1 ,•R GROUT OMINAL WIDTH [QUANTITY OF 15 REBM AT #S REBAR AT J TOP .�'• BOTTOM OF NOMINAL. a UNTEL CAVITY HEIGHT ---BOTTOM MINMMNG 7S "ACTUAL PROVIDED IN LINTEL (VARIES) TYPE OFSICNATION S"NOMINAL WIDTH GFNFRAI CONCRETE LI PfTFI AA4TFRIAI S QRNrRAI INCTAI I ATTON NOTFC 1 Pc pl'ecast l.ods 35COPSI + P=ONM mwtahead eM bed ldrxs. 2. Pc prestteas¢d [[olds-6000 ps-_ 2, Shore Nato Yntd¢es raqulm 3. 8mumd pa ASTIR C476 Pg=3000 Pal W/ 3. hatalletlon of llyda muat eanpl wah Me amhRaduml and/or structural drawilgs. 4, maMnxAn 3/8' aeglxe eM 8' W 11' slump. 4. U-Limd¢ ere maNTedurod with 5lJ2" bog notches at the eMa to eapmmotleie b. Caxr¢ie masonry unitts (CMl17pa ASIM C90 w/ veNcei cdimlrfomir9arc9.uUn9. mlamum net area canpmaslve amdtgth = 1900 pal. U All 11RUN3 meet or axosed L/M wrdcel de9e w, except Ilntaes 17'4' and a. Rebar per AMU ABIS Grace, 60. .anger wAD a nomind hai#tt of 8" meet a exttetl U38O. P,eabesdrq aaa l pet ASTM A418 grade 6. 6dtom fall added reber W oe located of the MWrr dme Ilmel ce*y. 7. 270Im mkoualien. 7. 7/32" dlemety Mm edmpt ere welded W the bottom ekeefor mechanlcN anchorage. 7/32 W. Pa ASIM ASID- S. cad 1r placo CPrcmte me, be prwldad In compodo, Nltal h lbu d concrete a. Marta Pre ASTM C270 type M or S. masonry units. 9. Set load mungs boated m rawnd dealo andw[s per ACI Stand ACI 5W 10L HOMO Rrod'M Aparowl No. L56.1 11. TM etleda -Rdsce d linteb Irstaw h. exterior com,mte masonry "Is &lal have a tveting of- coo applbd in aco olance whh ASIM C 926 at other approved coabmr 12. Llrlte[a ceded drtaotar.b MM wdtcal (gmft end upI#) and horixontei (Mere[) Ioaca shoud l» cbeeked for combibe Wedingwhh Me fdlowav squaUor: APIAad vertical load } Appllad hWlzantd Wad <LO Safe wdkel load Seta halnordal Iced — 0: -": W o 0 8RF5.0B/1T 8FBOB/ST " 0 0 0 0 HO 8RFlklll T 8P18-1B/IT 'O " 0 0 © 0 `'0.. 8F20.15/1T •�; 0 0O " 8RF22-1B/1T BF241B/lT CE ©. 8F28 le/1T O:'a 0 8F32 1B/ST CD I I I I � I I I O 11 , i I ' N.T.S. 1 f I 1 1 1 1 I i 1 I 1 I 1 I I 1 I I 1 1 I 1 I 1 I I I I I I 1 3 I 1 I I 1 I I I I I I I I I I I 1 I HURRICANE 1 1 1 1 ANCHORS (TYP.)--► PRECAST 'U" LINTEL W/SODDPSI CONC. GROUT SHALL BE FLUSH AT OPENINGS SEE GENERAL CONCRETE WITH TOP OF WALL UMEL SCHEDULE FOR REQUIRED REINFORCEMENT R d 10' STD. 90 HOOK it E� HOOK O 1 1 1 1 "Yi'a �f1 �H• • n 1 1 W y 1 STD 9D DEGREE—�. N g 1 11 O ` t 1 1 --- --- r 1 r r 1I .. REBAR ON BOTH SIDES OF OPENING U.N.O.��- I 1 1 I PROVIDE KNOCK -OUT 1 I O 1 BLOCK FOR FIRST •• COMPLETE CMU COURSE FORM &GROUT SOLID • BELOW SILL &FILL SOLID W/ (1) #3 BAR FOR ALL K i i i WINDOW OPENINGS 6'-S" I •.-__ r AND \W ----------------------------------------------- _____ 8F12-1B/1 5 BAR CONT. RM85 12" LINTEL DETAIL 3/4"=1'- LINTEL PLAN SCALE: 1/4" =1'-0" ELEVATION "All RUM_''' ff'.'''..-_® . SEE f SEE FOUNDATION FOR I PLAN MS01 I BLOCK WALL REINFORCEMENT N.T.S. I y U m D 43E�a� a W Z I g a�P 1 8 3r l: M o n° H EFs€ We9, m a w O mm 11e °z P 93 all i e S WWW.FDSENG.COM ❑ ❑ w ( 0 r Z m Z O O Z N ! Z _ aI a Z N N m 4 in 9 1 M in � II V OW /viS 1-- w N o gin 0 c C4 4 m N Q OVG I /A\ 'v FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY a GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. L_UCIE VI Job Information: a g y p H a TYP. BOND BEAM O p O N a 8"xe"x18"K.O. LINTEL BLOCK FILL W/3DDO P S.I. M o ro LI J C O C v CONC. W/1 #5 DIA. 47 ('7) RESAR / ` m INDICATES FILLED CELL FROM FTe. TO d m QD In 3 m V • a * ' MM 0 N se U W 01 d BEAM WITH 1 #5 BAR Ta N O J LJJ C% O MIN.. .Imtn(n LO QD N ® Model Name /Number. 1780 7 ® Plan Issue Date: TYP. DOWEL 25' MIN. LAP (ACI 530) Thursday, October 29, 2020 F ® KA PROJECT NUMBER: 20-6780 s Sheet: SA a Of: `Tw LINTEL PLAN 0 SIMPSON HETA 16 2x6 #2 SYP P.T. EACH END W/ (2) YVx5° SEE FLOOR PLAN WEDGE ANCHOR FOR BEAM SPEC. 0 VW N OVERHEAD SECTIONAL w DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT W/ WASHER. MIN. 6 PER ?'7, l' a 8 TRACK TO JAMB. (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" o N "J" BOLTS WASHERS SET LN " € FILLED CELL W/ #5 TYP. FILLED CELL MIN. 5 PER JAMB. VERTICAL o SECTIONAL „ P ® OVERHEAD Q. DOOR CONT. P.T. #2 WOOD '+ : 5 L SYP 2" X 6" + a TRIM o ,. 3 d.a•. R° ip r E 2"x6" P.T. WOOD JAMB ? h .,,, c g7g64 0 n ,0 O CV L DOOR AND CONNECTION PER GARAGE SLAB II 3 �aT R1E O GARAGE DOOR MANUFACTURER r , TYP. GARAGE DOOR 5 m p TRACK MOUNTING DETAIL o v � ' -a in NOTE: DETAIL CD22 / 5-2 MAY BE SUBSITLRED FOR THIS DETAIL- UNLESS NOTED OTHERWISE 9 O 6 O MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. CD21 ENTRY CMU COLUMN/BEAM N.T.S. s C T E E O N 5 g b Ii y, r. IB H W g°wB qE W M m ak m 0 Do rn W LL 0 � v 3�T.+ti 8�6 .� A 08mm.o a BLOWN -IN R-30 INSULATION PER FBCcf AND ENERGY FORM SUBMITTED WITH 0 Q Z=g�4Q cgs ° R o BLOWN -IN R-30 INSULATION PER PERMIT APPLICATION PROVIDE BAFFLES Y2 AT EAVES (FOR VENTED ATTICS) gi g p LL MAND ENERGY FRIfTED FIBERGLASS SHINGLES OR ' TILE ROOF (PER ELEVATION) "- r1. s 5 p o -' rn o o ," 12 WITH PERMIT APPLIOCAlION PROVIDE BAFFLES AT EAVES SEE PLAN OVER APPROVED UNDERLAYMENT s =' 2 SEE PLAN ATTICS) PER FBCRUOVER g ' ° ( FOR VENTED PRE ENGINEERED WOOD RATED STRUCTURAL SHEATHING ° mvw.rnsenc.caH ~ U _ ,. FIBERGLASS SHINGLES OR TILE ROOF (PER ELEVATION) ' O.C. TRUSSES @ 24(SEE STRUCTURAL NOTES FASTENED TO TRUSSES PER ROOF m v NAILING SCHEDULE) OVER APPOVED UNDERLAYMENT ' ; PER FBCR 905.1.1 OVER APA WOOD RATED STRUCTURAL SHEATHING TRUSS ANCHOR (SEE PLAN) SEE PLAN FOR N ///��� z 2 PRE-ENG. SEE STRUCTURAL NOTES ( _ - -' BRG. HT. �VVi/// a- TRUSSES @ 29" O.C. FASTENED TO TRUSSES PER ROOF i 112" DRYWALL •' a y NAILING SCHEDULE) ' TRUSS ANCHOR (SEE PLAN) FELT PAPER OR • • ° ETAL DRIP EDGE TRUSS PLATE — w r Cn ' TO BE INSTALLED ON OUTSIDE FACE 3/4" P.T. NAILER :.� 2X SUBFASCIA (TYP.) FRAME FOR BUILT-UP � � SOFFIT. SEE ARCH. 1/2° DRYWALL CORNERS min (3) 2x4 OR 0 w U o $` Pam• PLANS 4x4 w/ 2x4 POST UNDER EA tMLTAI DRIP EDGE 1/2" DRYWALL CURTAIN NAILER r 8 x 8 x 16 K.C. 1 x 4 P.T. @WINDOWS ,� LINTEL BLOCK 2 X 4 P.T. PLATE END OF SUPPORTING BEAM. KEEP IN 3/4" FOR SHEATHING NAILED w/ Bid NAILS @ 6" �b V M O c and Ik CONNECT ALL 2x STU 2X SUBFASCIA 1 x 8 P.T. @ S.G.D. „ D,H, W/ (1) #5 DIA. REBAR & n AND LATH WITH FINISH O.C. g ,o �� � ` M m TO TOP PLATE WRH (4) SOFFIT. SEE ARCH. Sed TOENAILS H 3000 PSI CONCRETE SEE ELEV. PRECAST "U" LINTEL (TYP.) ALL SIDES �, \ \ (TYP.) FRAME FOR COR- / U m N E ., PLANS a SEE SCHEDULE Qo c \OO N ERS FOR NON LOAD ° \ W z $> 1/2^ DRYWALL _ N° ° \ BEARING SIDES NAILED Of SEE PLAN FOR HEADER SIZE V < w/ 16d NAILS @ 8" O.C. ? w��� U AMCM °° p0 /bco DAMS HOMES 15/32" OSB EXPOSURE 1 ON OPTION'OPTION'O.H. ALL EDGES BLOCKED 1/ 2" x 8" J-BOLTS \ (TYP,)4 COURSE HIGH A.F.F. MAXIMUM OF (3) - 2X PLATES MAY BE EXT, WALL W/ SEE ELEV. SEE TB13 FOR NAIL ATTACHMENT. SIDE W/2" WASHERS \ i CMU BASE FILLED w/ CONC .� 6 FLORIDA CONTRACTORS LICENSE N0. CRC1330146 ADDED BELOW THE HEADER W/ EACH PLY ATTACHED W/ (2) ROWS OF 16d (OPTION) STAPLE: 16 GA. 1 3/4" STAPLE @ 2" O.0 EDGES AND FIELD. / NOTE: 44" MAX. SILL HGT. ON n FILL CELL -(1) #5 DIA. n TYP W/ (4) VERTICAL RENF W/ (TYP.) HOOKS INTO FTG & AT TOP �, NAILS AT 8" O.C. ALL BEDROOM WINDOWS. „ REBAR W/ 3000 PSI n CONC. ALL LOCATIONS PLAN Al-A.1 OF COLUMN O 3000 GULFBREEZE PARKWAY N SHOWN ON FOUNDATION a GULFBREEZE, FLORIDA 32563 VINYL FRAMED WINDOW wl SCREEN N & FLOOR PLANS r DIVISION ' (G.C. TO VERIFY W/ FLOOR PLAN u PORT ST. LUCI E LOCATION OF OPENINGS IN SIMPSON LSTA30viR PLAN EXTERIOR WOOD WALLS. IF NO w w/11-10d TO BEAM SPEC. " OPENINGS ARE INDICATED, FULL & TO FRAME BELOW ♦ Job Information: STUDS ARE REQUIRED). X NOTE: 44" MAX. SILL HGT. ON r 3 ALL BEDROOM WINDOWS. FRAMED WINDOW —VINYLr:, WJ SCREEN WINDOW STOOL n o N CEMENTITIOUS DECORATIVE PERK PRECAST CONC SILL � FINISH 7/8" THICK PER ASTM n C-926-98A PAPER BACKED FOIL R-4.1 O INSULATION AT CMU BLOCK WALL u ; 2X STUDS (SEE FLOOR PLAN FOR PER FBC AND ENERGY FORM EXTERIOR FINISH - p MORE INFORMATION). SEE T813 1/2" DRYWALL SUBMITTED WITH PERMIT y (SEE ELEVATIONS) r4 c ON SHEET 6 APPLICATION anz Q Lo FOR NAILING INFORMATION FOR R-13 INSULATION AT EXTERIOR WALL SHEATHING. FTG. DOWEL #5 DIA. REBAR I x 2 P.T FURRING 17" IN CONCRETE - 25" ti Uj 4) 0) in c M WOOD FRAME WALL PER FBC P.T. 2X #2 SYP. BASE PLATE AND ENERGY FORM SUBMITTED w/ 1/2 x 8 A.B. (OR 1/2" x W TITEN BASE NAILER 1 x 4 P.T. EXTEND (ACI 530) ABOVE SLAB. ALL LOCATIONS SHOWN SI MPSON HETA20 Al BUILT-UP CORNER MIN (3) 2x400 v > 3 WITH PERMIT APPLICATION O.C. HD) w/2" WASHER AT SEE MIN, 6" FROM END -SEE WS07 WOOD BASE ON FOUNDATION PLAN w 10-10d TO COLUMN Al / POST OR 4x4 POST w/ 2x4 UNDER a z If) r� �/ ` , o) CL i U WOOD BASE —� FOR TERMITE SHIELD SEE FOUNDATION PLAN FOR ; EACH END OF BEAM I— N co SEE FOUNDATION PLAN FOR SLAB INFORMATION TOP OF SLAB ' SLAB INFORMATION _ _ TOP OF SLAB NOTE: ', ' 2 X 4 P.T. PLATE ', M O M U) ♦) L'- — — «.— ■ - : BOTTOM STRAPS MUST BE vi VI Model Name/ Number: * x INSTALLED ON INSIDE Of " N GRADE "i COLUMN. DO NOT BEND " °rq"° vo° o STRAPS UNDER PLATE, r 9 �'�'v °�aa, 1780 ( N ' ° PLACE STRAPS IN FILL ♦ Plan Issue Date: CLEAN ry o W SEE PLAN FOR v RE -BAR QUANTITIES :.; : ,. CELLS w/#5 REBAR o (TYP.)4 COURSE HIGH CMU BASE October 29, 2020 �oMPACTED m FILLED w/ CONC - SEE PLAN FOR t , SIZE. TOP OF COLUMN BASE - Thursday, - SEE FOUNDATION PLAN SEE PLAN SEE FOUNDATION PLAN ',� • 2'-0" AFF ?�� ♦ KA PROJECT NUMBER: 16" FOR FTG REQUIREMENTS Y 20-6780 NOTE: DETAIL CD21 / S-2 MAY BE SUBSITUTED FOR THIS DETAIL UNLESS NOTED OTHERSE T oWI Sheet: �-� Of: - N WS01 TYPICAL WALL SECTION - 8" CMU 3/a"=ro" a WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4"=1'-D" CD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE N.T.S. TYPICAL FRAMING DETAILS (J C N n+N a a m 0 0 0 N N 4) N Np v L o ax*ctttat tidd''. Dl "p " •sP �• C �"4r "`d.. E m O N L T �F 01 PROVIDE 2x4 ON TO OF 2x8 TO BLOCK OUT 2 ROWS 12d @ m fi{ P+••% •�•�'••�• C° TOP PLATE ATTACH W/ 3" O.C. UBLE 2x4 (2)12d NAILS O.C. TOP PLATE v itiiiitii®4,1 (SOLID BLOCK W/ 2x6) m 2x4 STUD 4g"M/rti PER PLAN 2 0 2x4 BEYOND AGAINST 2x8 STUDS OF SPLICE m NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OUBLE 2x8 a TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. TOP PLATE $ SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN TOP PLATE W 8d 2 1 2" x 0.131 NAILS (SIM. w/ 2x6 R' '� " j g 'D v * NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) 2x4 w/ 2 ROWS OF c 9 .fi ® N co 12d NAILS @ 3" O.C. w g 0 00 TOP PLATE TRANSITION S H g ° su g Oo m * It PIPE OR DUCT w/ OUBLE 12d E 0 PENETRATION THRU a -gmq gym^§ a TOP SPLICE TOP PLATE W/ MORE m To pp m �u�mw THAN 50%OF TOP 2ROWS 12d PLATE WIDTH INSTALL @ 3" ® O.C. g?, a o IL SIMPSON PSPN516Z �• c g 6 fi' 1 m 2 m m m � m J W/ (12)16d NAILS TYP. d a s ry TOP & BUTT. tift/H ° e 0 o d y J a OTTOM SPLICE 2 s' S NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS a g a „ 2 TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. OVER STUD s p SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ -5 1=� 'a � VNM'.FDSEN6.COM ❑ ❑ ❑ (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO m ,n TOP PLATE W 8d 2 1 2" x 0.131 NAILS N U * NOT REQ'D. WHEN QT SYSTEM IS APPLIED Z M N _ U Q NOTE: Z LU4 PLATE LENGTHS MUST BE AT N LEAST 8'-0" LONG. TYPICAL v a m WF17 TOP PLATE SPLICE DETAIL 3/4"=1'0" ZLO 0 U)N LO U O 0 E Q c n wO w M °D =i U E m io w EXT. OUT EAM TO SUPPORT B- SOD SIMPSON HUC410 TRUSSES F SPECIFIED ON PLAN _____ U BUCKET SEE ROOF °• 144" iVi i PLAN FOR MORE INFO ; ;N * CRIPPLES MAY/MAY NOT BE PRESENT. VERIFY HEADER ELEVATION ; SEE ROOF PLAN �� FOR BEAM SIZE H a, DAMS HOMES Q Q Q (2) 2 x4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x 6 LAMINATIONS W/ (2) ROW OF STAGGERED 10d ROWS OF STAGGERED i5d ROWS OF STAGGERED 16d COMMON WIRE NAILS COMMON WIRE NAILS COMMON WIRE NAILS (D = 0.148", L= 3") OR EQUAL (ONE INTO EACH OUTSIDE FACE) (ONE INTO EACH OUTSIDE FACE) (D -OA On"-�3-1/2")OR EQUAL (D=0.162", L--31/2")OR EQUAL HEADER SUPPORT NO.OF STUDS PENINGS AT OPENING 2 X 4 WALL 2 X 6 WALL JACKS KINGS JACKS KINGS SIZE EA END EA END JEA END JEA END LESS THAN 4' 1) (2) (Y) (2 >4' BUT <9' (2) (3) (2) (2) 10'-0" - 3 4 3 4 HEADER ANCHOR ' &CONNECTION INFO c NAILED TO TOP PLATES, HEADER &JACK I y FLORIDA CONTRACTORS LICENSE NO. CRC1330146 ; SEE FLOOR PLAN 3000 GULFBREEZE PARKWAY HEADER SIZE NO. & SIZE OF & GRADE ENp RAFTEIES FOR COLUMN SIZE & ; ; 3 GULFBREEZE, FLORIDA 32563 EACH `------ -- --" - BASE CONNECTION INFO •- ---- ---------' r SEE PLAN FOR (2) LSTA 30 DIVISION LOCATION: OPTION A OPTION B BEAM SIZE 1/2" OSB FLITCH PLATE NOTES, I SEE FLOOR PLAN FOR REQ'D ONLY WHEN INDICATED N PORT ST. LUCI E 11 ADIAGETE NAILS ARE DRIVEN FROM 3) FOR W$O PROVIDE 1/4"0IA. x s 1/2"OWN LAG OPPOSITE SIDES OFTHE COLUMN. SCFlEWSOR EQUAL (SPACE AS SHOWN FOR 3PLV) COLUMN SIZE&BASE ON BEAM SCHEDULE/PLAN m N ♦ Job Information: 2) ALL NAILS PENE IRATE LEAST 3/4" OF 4) REFER TO NOS SECTION 15.3 MR 2X CRIPPLES @ 16" O.C. SEE SCHEDULE CONNECTION INFO THE THICIWESS OFTHE LAST LAMINATION. ADDITIONAL INFO W/ SIMPSON SP2 TYP. •" '_' TOP AND BorroM NAILS SECTION A -A a WF37 TYPICAL COLUMNS DETAILS N.T.S. ED STAGGERED STAGGERED @ 12" 0/C EACH SCALE: 11/2" = 1'-O" g * WHEN STUD LENGTH FACE OR 3-ROWS IS LESS THAN 12" USE 12d NAILS STAGGERED STRAPS AT EACH @ 12" FOR 2 X A .i � O ER HEADER STUD WRAPPED OVER OR GREATER STUD A TOP PLATE & NAILED t" ° p • • FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES TO HEADER EACH SIDE SEE PLAN FOR 'o C 1 1/2" CONTACT FOR FOR �:%.•, SOLID W/ GROUT. (NO FILL ALL HOLES IN DOUBLE 2 x #2 _ TOP OF BEAM ° I OD N �H FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) STRAP S.Y.P. HEADER W/ _ - - _ - O 1/2" FLITCH PLATE ROOF PLAN Uj 01 N c lOd NABS @ HEADER. (U.N.O.) FORSEE FOR BEAM SIZE & CONNECTION INFO c \ CD 8" O/C TYP. / FILLING AND BLOCKING AS °i 00 In 3 tq y DOUBLE 2 x 4 REQUIRED FASTENED TO -10i ! , ~ U N D_ CRIPPLE STUD HEADER W/(2) ROWS SEE FLOOR PLAN FOR r 0 TYPICAL (U.N.O.) OF 12d @ 16" O/C UNLESS COLUMN SIZE & BASE $� '3 Lp Li NOTED OTHERWISE CONNECTION INFO 'w^��1 J M V) ( m F.F. m N VT Model Name / Number: OVERHANG --I..;•:' • 2 x 4 STUDS TYP. 4 • ' �• ••• SIMPSON H174 W/ (18) ui i 780 ••• 16d NAILS &A 5/8" •':'• •,� �. •' EXPANSION ANCHOR R+ ♦ Plan Issue Date: •.• Y •.",Y C} W/ 6" EMBEDMENT U.N.O. °• ° ' X Thursday, October 29, 2020 •, •, •; p� OR c��Vc ♦ KA PROJECT NUM13ER: STEP DOWN c FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" * * HOLD DOWN CONNECTIONS 4�'p.T. BOT. PLATE NOT REQUIRED @BEARING .':r ,--SEE FOUNDATION ^ Q ZO-6780 WALLS WITHOUT UPLIFT PLAN FOR MORE INFO •• •. s NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ'D. a Of: rySheet: �_/� WF09 WALL HEADER DETAIL N.T.S. CD11 COMMON BEAM ATTACHMENT{/ N.T.S. MS18 RETROFIT WALL OVERHANG DETAIL N.T.S. o TYPICAL WALL DETAILS U *DIAGONAL SPACED AT 20'-0" O.C. MAX SAME SPACING AS BOTTOM CHORD LATERAL BRACING TO BE LESS THAN OR EQUAL TO 45° I I MINIMUM 2"x4" CROSS BRACING A "♦ ,,• (SEE PLAN FOR LOCATION) I ♦ BLOCKING I I � ♦ ' ' • 11 N 0 � � i- • � ' N I I • , V O I I (3) 12d PER JOINT _ CONTINUOUS LATERAL BRACING - NAIL OVER X•BRACE AS SHOWN- -' o INSTALL BLKG. AT TRUSS WEBS X-BRACING - 2x4 SPF ORSYP '—' CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING w/ (3) 12d @ EACH TRUSS WEB m m S} T601 TYPICAL CROSS BRACING DETAIL N.T.S. TB02 TYPICAL CROSS BRACING DETAIL N.T,s. m PROVIDE 2X4 MIN. BLOCKING AT E F '••:'�" CENTER LINE OF HIP/RIDGE, TYP. v • g64 BETWEEN TRUSSES W/ (2) 12D E ,• b' NO NAILS EACH END TO TRUSS TOP > c N CHORDZTYP. 5 ,� _r \O• / A TRUSS ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING r '� •'F L O F • • , WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP A TRUCTURAL PACE,�SSi�i►`' _ _ _ G.T. SHEATHING ,¢ ADD 2X4 ALONGSIDE RIPPED 2X4 SYP 92 m w TOP CHORD WHEN REQ'D NAIL TO TOP CHORD ACK 7 TO PREVENT SHEATHING - - - - - OF HIPPED TRUSS W/ 0 SPAN FROM EXCEEDING RUSSE HIP 12d NAILS @ 6" O.C. n MAX 24" SPAN (EITHER G.T SIDE OR BOTH IF REQ'D) c i s (2) 12D NAILS MINIMUM (3) 12d T N E ROOF AT 12" O.C. MAX SHEATHING PER JOINT MINIMUM 2"x4" SPF OR SYP TRUSS BRACING I.I p SEE * SPACED AT 10'-0" MAX c 1 O m PLAN ,, F W Sg F r o 4k a t 2X4 BLOCKING) s p ° CYN�� BETWEEN TRUSSES HIP TRUSS c ffi B °� a a W N SF_GT. A"Ag , Lj "s z 0 o T803 HIP / RIDGE BLOCKING DETAIL N.T.S. TB04 TRUSS BRACING OVERLAP DETAIL (TYP)13 N.T.S. gg�8° as m gym'm€ O m 2^ d a 8 Fl G J d) e GBgfi z Cj J . o 000 N .FDSLW.COM N TRUSS NOTES: a z 5 8 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/IPI-2014 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT Cn z N I■ r" IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF SHEATHING ON ANY PAIR OFTRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OFANY MATERIAL AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREATHEY SHALL BE SPREAD OUT w N M v H CONSTRUCTION (SUCH EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. � 2- ALL BRACING (DB,CII SHOWN ABOVE SHALL BE IN ,ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL m _ p g LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20•-0" O.C. MAXIMUM. l 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 312d NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BTO OTM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT S O of In of '.. ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. g = = M \,� 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. i �m SEE TYP. TRUSS BLOCKING DETAILS L) L) = N E SHEATHING O W ; " 3 T04TRUSS X4 AS SHOWN ul �0 ALTERNATEC TRUSS SPACES DIRECnOry °°_° Q N o eOd am RUS 3 a' _ ® DAMS HOMES y u VERTICAL SCAB 2X6 R2 SPF 48" D.C. - SEE W/ (4)12d TOP & BOTTOM OR H5 TRUSS=�2)-lNAILS OR HCLR/LL IN PLACE OF (4110D a eCTION TRUSS FLORIDA CONTRACTORS LICENSE NO. CRC1330146 REWIRED 0 RAFTERS GREATER THAN 8'-0'3000 GULFBREEZE PARKWAY SEE STRUCTURAL NOTES AND NAILING a GULFBREEZE, FLORIDA 32563 SEE PLAN WBI.E TOP LE LATE TOP PLATE SCHEDULE FOR SHEATHING DETAILS DIVISION LOCATION: SECTION B-B PRE£NG. TRUSS 7:2x VARIES w/ ROOF � iE s7uowALL SEE PLAN � w SLOPE .\ PORT ST. LUCIE /• N CONV. FRAMED RIDGE \ \ / / / Job Information: MAY BE NAILED w/ MIN. VERTICAL SCAB 2X6 #2 \ 2X4 SPF BLOCKING \ SPF 48" O.C. W/ (4) 12d (4)12d WHEN IT LANDS4EACH \ BETWEEN TRUSSES NEXT TO PRE{NG. TRUSS � gWNGTOP & BOTTOM OR H5 OR \ 48" O.C. MAX. SIDE w/ (3)HCLR/LL IN PLACE OF (4) 12d REQUIRED REQUIRED 0 RAFTERS GREATER B \ / \ THAN W-O" \ 2x4 SPF BRACE @ 48" O.C. - NAIL w/(4)COLLAR ? TIE \ 12d AT EACH END &SHEATH) EVERRAFTYR�\\ALTERNATE DIRECTION2X4 BLOCKING BETWEEN CBBEVEL CUTSTRUSSES W/ (2) 12d NAILS (OPTIONAL) 0 EACH END. GONT. EACH BAY SPF W/ (2) 07X31/2° TRUPLAN .Oy LOB2X4 O` DBWOOD SCREW EACH TRUSS ///SEE cUj yALTERNATING CO BLOCIdNG OR H5 0 48" O.C. / / > 4) m IJD PRE-ENG. TRUSS \ / / C d) U 3 CONT. ROOF SHEATHING AT TRUSS TOP ::�j \ / / c 7OD Lr) R) Q) STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP. /3: SEE PLAN FOR CONNECTION SIMPSON A34 OR \ \ / / OJ O _j LEA e 2X4 P.T. BLOCKING BETWEEN IN 2X8 R2 S7P RIDGE BEAM DIAGVAT (USP MP4) @ \ \ / / 2'-O" ON CENTER \ \ / / may, m IMn L2 J TRUSSES W/ 12J-12tl NAILS N AT 8'rRuss \ /\ / 2X4 SPF BLOCKING ♦ Model Name /Number: EACH END MAXE 2x8 RAFTERS ®2'-0^o.c. BETWEEN TRUSSES Y V MAX. W/ (3) 12d COMMON ® 24" O.C. MAX.w/ TOENAILS TO RIDGE BEAM WALL BELOW 2X4 RAFTERS FOR SPANS LESS THAN \ / \ (3)12d EA. END (TYP.) / \ ti c 1780 SEE PLANS FOR TYPE ( ) a Fr 4e r-0• O.C. MAX w / (3)100 SEE PLAN H COMMON TOE NAILS TO RIDGE BEAM NEL Plan Issue Date: OR W OD 2XRING SUPPORTT & TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/z° SPACE � Thursday, October 29, 2020 KA PROJECT NUMBER: @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARINGTj d SEE PLAN FOR MORE SHEATHING INFORMATION m ff c 20-6780 Y 2x4 S.Y.P. @ 16" O.C. a d, Sheet:SA Of: N TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS N.r.s. T11315 EXTERIOR NON -BEARING WALL DETAIL N.T.s. COpy I ROOF FRAMING LE AND BRACING DETAILS 6" 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 ncreases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 11/4" EMBEDMENT INTO THE MASONRY JAMBS. SPA EVE 6" 6" 6" SINGLE DOOR SINGLE DOOR W SIDELITE 3„ b" 6- 3" 3„ 3n 3„ 3" I11 - III f I" I ( 3n 3„ 3" DOUBLE DOOR W/ SIDELITES 2A /E w .J PACE VENLY ' 6 SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO BE 1'-0" IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE / FILLED PVC. PIPE, O (Y) TOP OF SLAB up Z 1 III -II °I I" Ir- Ir o v e al o z I 16" MIN. DIAMETER ! CONCRETE FOOTING 1 PROTECTION BARRIER DETAIL N.T.S. SPACE EVENLY f➢ i a�a Roai Oe°w gg. g. W S. SE4WJ'r LI E NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8' MIN HEADS.6 PER SHINGLE. K OeI O Steer On6ABF^ ` A �P Be`O°onsa 0lcoWSe 9ndC01jyge tom F. 2nd°c Rake '+ MEe) 22 T„ s to use mileyeentedine s SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT ALL LEVEL VALLEY LOCATIONS rTE)CFURED, PLANTED TER.WALL PNISH G"H GALV. sEAtANr APnuaD BEHIND FLASHING AND EXTENDING A MINIMLM OF 6" ABOVE VERTICAL RISE GF FLASHING VERTICAL WALLLASHING CONT. AT KNEEWALL T ENTRY Rh Aran rrrus_ ANT 6"X6"H FLASHING FLASHING DETAILS 6" HORIZ i NOTE: THIS DETAIL IS REQUIRED For HI G AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS, FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF W'DOW AND/OR SGD FRAME MIN.) GLUE STRIP w/ ADHESIVE SEALANT & SCREW w/ 3/16" x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATION OF WINDOW ATTACHMENT N.T.S BUCK STRIPS - 1x4 (DEPTH OF WDW. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPSF 2" DRYWALL FLAT HD. "TAPCON" SCREW THRU THE W'DOW FRAME INTO MASONRY JAMB MIN. 4" FROM END AND MIN. 16" C.C. 1/8" SHIM SPACE EXT. FINISH DRIP EDGE WINDOW SEALANT BACK OF JAMB GENERAL CONTRACTOR TO COORIDATE SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S 2X W000 MAINVE -'--ti BY OTHERS S BY OTHERS HEATHING CAULK BETWEEN — FIN 45HEATHIN5 EXTERIOR — FINISH BY OTHERS RER£MET'ER p"-' CAULK BY OTHERS D,A. WINDOW HEIGHT EXTERIOR INTERIOR TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S 1/4" SHIM SPACE Eg" THERE SHALL BE IF CEMENT INSTALLED IE. DRIP le ( SHALL Be MAXIMUM 01 1 ' CN is DETER"I' m IN R301.2.1.31$ Ito WH i THE MEAN ROOF HEIGHT rma DRIP ¢DGES &HALL BE MANIMUM CF4010HES Nmdmum Fastener Sped no (Jambs, Head and Sill) -4 —T—T— xtq� Sao" taoting Fin — in &left View of Fixed "rdyw • L I I a WallFramirg: #25pruotTlee/Fir Or 8 91io1ne x10 X 1-1/2' _ Screw Minimum Peneaaaon Cross Section V iew Eieerlor Sheathing Mnimum vz• ImDa �- ,, ,, c u. i-. ,. m. u," u,a, r� yvru h loon; v. , uuuL wrap may oe pwaeD nxx ra, bnspec"°ry °uv Rhna>e s bLx c>; wrcp w pnU,nthe blocks tr°n sill ca,aS rind Dl 8r 1sh"afJe Unu' WnsAaaF is wmphete. Step 1 Measure to be shoe Ole opening is 3/8" to 1f2" larger than the window sin bath veltlrelly and tortzantaly. • You may wish to predlgt the brotallaum doles in the fin at this tine. neviloard #re drieduldled fats hsa mounting An as ow menor Step 2 Apply a generous bead of shoonse to the bade, of the mmmtlng Far. Use enough state to sNRcimtly fill all vokls between the fin and the wan sheathing, SIM 3 limit the window Into the owing from the atade. The window a labeled -tra "and'outlde", but IF tom labels have been removed, the bend should ahways be to the Inside of the building. Step 4 Install shims uMer the sill) adjusting Csm until the saint is plumb in the opening, Sams should be IMtaAed under the sill every 2 fast. TM wiMw+should be basially centered in the Opening with W more than II gap between the window and wall homing. Susp 5 trstalla#10x 1-1(2'sanv4"hmnthe cwwrof the inn at asnh end of the head sill and both cobs. Rep6 head the reenaming fasteners in 8" Increments From to carer screws to the cents ofeach frame number. Use amnot roover- Van the screws and pull them through the fen. Also, mom we the screws go In straight and do not ause the from to bow. Wall framing "A be a minimum of #2.5prurerkneJFir. Faidenes Shwdd be #10 screws of sutldert length..to achieve 1-3/6' lion Into the wal and he less then 1/2`:From .edge of framing. Step 8 If deslreq a foam insulation on be appied to the mader gap between the window and wail trading. N applied, Adsnxsibe #M AONEAPANOIML. ]YpfFtlAhJ. Sep 9 Since tlsse windows are typically used in rooms with high mdstass, is; belhrooms, it isredommended that the anterior gap between the window and wall framing also be sealed wish lalcona and toow m as ens to interfere with the i sfallalkn of wallboard file or trim. Sep 10 Once all construction is mnghte, remove the bubble wrap bran the Inside and outside of the window. Ir nemesny, dean the blocks with a mud determent and some water usina a sot duth. 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. c Product Approval Submittal Affidavit Building Address: Contractor: Building Permit: ' Product Design Manufacture Model # Attachment Approval # Pressures Method Roofing: DADEIKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING FL7006.1 R-10 1st Choice COUNTY OU NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. W/ 3/8" MIN PENETRATION THRU SHEATHING ROOFING VENTS: Florida Metal FLAMCO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, FL21580.1 R-1 Products Inc. "0ff-rld a vent" ROOFING UNDERLAYMENT: 1st Choice ]PRODUCTS TAMKO BUILDING TAMKO No. 30 UNDERLAYMENT SHALL BE APPLIED AND FL12328-RS d, L C fl URATED ORGANIC FELT ATTACHED IN ACCORDANCE WITH R905.1.1 2nd Choice , Overhead Garage Doors: 1st Choice +30.0/-30.0 CLOPAY 53W5 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 83W7 FL15279.36 Swing Doors: CO "Ji.`� a�87g64 L 'o r- ST ATE t s N to OD WIN t- $ Ln Go A Q E�ga Dg`H06r inn _ 0 & 49 $�8 Qg�sb a w 2 DQ -6 M In tY g do Q $"S" W 8' w!dw g S mf -. g ❑ ❑ ❑ r us'B ," VlWw.fDSTAG.COM 2 V! Z 0 —o 0 Z N d W a y J � a m M Z N ' tr1 (9 m V _ Wa N c c cm M m w t N 8 � 5 W N , I En 00 //a o 1 Q N G by',lilo 1st Choice 67.0/-67.0 THERMA TRU RP . GLAZED INSWING 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" FL20461.1 S DOOR TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL To FLORIDA CONTRACTORS LICENSE NO. CRC1330146 2nd Choice +67.0/ 67.0 THERMA TRU-CORP. FLUSH FL20461.19 FIBERGLASS DOOR OUTSWING BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM FL20461.2a, d 3000 GULFBREEZE PARKWAY TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. THEREAFTER. (TYPICALALL 4SIDES) v GULFBREEZE, FLORIDA32563 Siding: v DIVISION LOCATION: 1st Choice +0/ -146.3 The Tapco Group 7" Staggered FING NAILS 1fzINSTALLAIrLONG WITH 1/8" DIA. SHANKS & 3/8' DIA.ON FASTERNERS ARE GALVANIZED STEEL HEADS FL20403.17 e PORT ST. LUCI E Shakes AT 10" O.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL m N.A. N.A. N.A. 2nd ChoiceSHALL BE BEYOND WALL DRESSINGJob Information: Windows: < _ I s w 1st Choice +401-50 MI WINDOWS 3540 SERIES Single Hung (fin) SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN. ilk" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. FOR INSTALLATION THROUGH 2x BUCK USE #8 WOOD SCREW OF FL 17676.1 R9 +40/-50 MI WINDOWS 3540 SERIES Single Hung (flange) FL 17676.8 R9 3540 SERIES +50.0/-50.0 MI WINDOWS Picture window SUFFIENT LENGTH TO ACHIEVE 1%" INCH MINIMUM EMBEDMENT FL18644.3 R3 IN WOOD SUBSTRATE. un, r O m v 7 a o Mullions: -7 W1926 Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE 15504.1 1st Choice MI WINDOWS MUlllon 3/16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TG ACHIEVE A 11k L Horizontal FL 15804.2 M-1926 MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM g 0 � M ' EDGE DISTANCE m w y C V 0m2 M Fixed Glass: g y • 3 Z (n d 1st Choice +50.0/-50.0 US BLOCK 625 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN. lu/4" EMBED. TO ALL FACTORY DESIGNATIONS FL18644.3 R-3 2nd Choice WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD t LL.I BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. t O _3 r� J M W 3rd Choice Soffit: Model Name / Number: 1st Choice +55.0/-35.0 KAYCAN LTD 8" BEADED 1 1/2" NAILS 10" O.C. IN FL16503.4 R-3 1780 Hurricane Panels: oVT Plan Issue Date: 1st Choice 46 PSF EXT/ HURRICANE STORM PANEL MFG. INC. izea. Galvanized Galvanized DIRECT MOUNT. TOP 1/n"-20 MALE PANELMATE W/ WINGNUTS AT 121fz" O.C. BOTTOM 1A"-20 SIDEWALK FL16293.1 � Thursday, October 29, 2020 c KA PROJECT NUMBER: q6 PSF INT. Steel Sto m Panels BOLT w/ POWERS CALK-INV1 I have reviewed the above components of cladding and have approved their 20-6780 use in the structure. (Architect or Engineer of record) m Sheet: S_5 Of: Name: Carl A. Brown Certification Number: FI. # 56126 Name: TODD M. BORN Certification Number: FI. # 82126 MATERIAL Name: Luis Pablo Torres Certification Number: A. # 87864 REFERENCE INFO (PSL) MECHANICALLY FASTEN AS FOLD UP WEATHER FLASHING REQUIREMENTS THESE DETAILS ARE GENERIC AND MEANT TO SHOW _ - NECESSARY IN CORNERS THROUGH RESISTIVE BARRIER & WEATHER RESISTIVE GENERAL FLASHING AND WATERPROOFING METHODS SELF -ADHERED FLASHING TEMPORARILY SECURE BARRIER DOOR ROUGH OPENING TO BE USED. R703.1 General. Exterior walls shall provide the building with a weatherresistant exterior wall envelope. The exterior /'WEATHER WINDOW UNIT wall envelope shall Include flashing as described In Section R703A. A waterreslstive barrier Is described as a RESISITIVE material behind an exterior wall covering that Is Intended to resist liquid water that has penetrated behind the exterior BARRIER WOOD FRAME CONSTR. SLOPE covering from further intruding Into the exterior wall assembly. An exterior wall covering Is described as a material Or TAPE s EXTERIOR SHEATHING SELF -ADHERED FLASHING Ar BY LAPPING DOWN 3/4"-1"BEADOFCONSTR. 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 onweather-resisdive rs,Sys barrier, for aesthetics, Including but not limited aiding, exterior insulation and finish systems, trim ' OVER RIM JOISTAND UP WALL BY 61N. THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING PRODUCTS DETAILS s, and architectural trim and embellishments such a8 cornices, soffits, and fascias. rural n pees""L�w, OR EQUAL WEATHER PROOF CAULKING R703.2 Waterreslstive barter. One Wye of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such WEATHER EXTERIOR SELF -ADHERED FLASHING CEMT. FIN. TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than2 Inches RESISIrIVE BARRIER ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 (51 mm). Where jeknts occur, felt shall be lapped not less than 6Inches (152 ram). The felt or other approved material SEAL TOPS OF JOISTS shall be continuous to the top of walls and terminated at penetrations and building appendages In a manner to meet the ING DECKING UNDER DECK SUBFLOOR requirements of the exterior wall envelope as described In Section R703.1, (SEE DETAIL WP0SELF-ADHERED FLASHING R703.7.3 Water -resistive barriers shall be Installed as required in Section R703.2 and, where applied over wood -based WIRE LATH Detail Instructions sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of HEAD FLASHING TIE-IN INSTRUXTIONS: RIM JOIST Grade D paper. The Individual layers shall be installed Independently such that each layer provides a separate 1. Cut, fold up & temporarily secure weather Refer to the number marked as in each detail that corresponds to the continuous plans and any flashing (installed In accordance with Section R703A) Intended to drain to the wale -resistive resistive barrier above header to allow for flashing installation numbered items in the list of instructions below: barrier Is directed between the layers. 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and O O BUILDING PAPER r 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps Exception: Where the water -resistive barrier that is applied over wood -based sheathing. has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an Intervening, substantially seal with tape 2 2 A 2 O 3. Self -adhered flashing can be substituted for building paper nonwater-absorbing layer or designed drainage space. 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize R703.4 Flashing, Approved corrosimHresistent flashing shall be applied shingle -fashion In a manner to prevent entry of water Into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes Scale: NTS SELF -ADHERED FLASHING SELF -ADHERED FLASHING FLANGED WINDOW W P01 SELF -ADHERED FLASHING TWP02 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER W PO3 scoring cuts used as flashing shall comply with AAMA 711" All exterior fenestration products shall be sealed at the juncture with the INS for FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR DOOR WITH DECK - SECTION A 5. Remove all release paper per standard installation instructions and building wall with a sealant complying wlth AAMA 800 or ASTM C920 Class 25 Grade or greater proper joint adhere to substrate using a square piece of flashing material (6" x 6" rl as for the type to sealant. 812, or other approved withdard asappropriate expansion and contembra es u ed as =81aching n exterior Fluid -applied membranes used as Bashing In exterior walls shall comply with AAMA 71A. The flashing shall extend to the 4. The EXTERIOR SHEATHING RUBBERIZED RUBBERIZED ASPHALT Minimum) surface of the exterior wall finish. Approved corrosion resistant fleshings shall be Installed at the following locations: EXTERIOR SHEATHING 3/4"-1 BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER INSTALL SELF -ADHERED FLASHING JAMB & HEAD ADHESIVE ASPHALT ADHESIVE 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit i. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the p THRESHOLD OF DOOR AND RETURN FLASHING, SEE SELF -ADHERED FLASHING exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW tight to Comer Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings REFER TO TECHNICAL OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) 8. Mechanically fasten as necessary Shall be installed In accordance With one a more of the following: LETTER ON CHEMICAL SCORED COMPATIBILITY RELEASE PAPER 1.1 The fenestration manufacturer's installatiod and flashing instructions, or for applications not addressed in the , fenestration manufacturer's Instructions, In accordance with the flashln manufacturer's instructions. Where ff SELF -ADHERED SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" Y Es AS FARMFOLDITO EXPOSE RetADHESWEAS flashing instructions or details are not provided, pan flashing shall be Installed at the sill of exterior window and FLASHING VERTICALLY FROM SHOWN) ADHESNEAS SHOWN) door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the le �" g � BOTTOM OF exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall + THRESHOLD MECHANICALLY FASTEN AS incorporate flashing or protection at the head and sides. x s SECTION -A NECESSARY IN CORNERS THROUGH 1.2. In accordance with the flashing design or method of a registered design professional. (SEE DETAIL WP02) SELF -ADHERED FLASHING 1.3. In accordance with other approved methods. 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or SELF ADHERED FLASHING A� FMA/AAMA/WDMA 400. V 2 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both � SELF -ADHERED FLASHING S sides under stucco copings. NAILING FLANGE 1 O 4 3. Under and at the ends of masonry, wood or metal copings and sills. DO NOT FLASH OVER - 2 SEAL TOPS OF JOISTS UNDER DECKING 1 6 4. ConNnuoualy above all projecting wood trlm. BOTTOM NAILING 8 (SEE DETAIL WP07) 2 7 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of woodirame construction. FLANGE 6. At wall and root Intersections. SELF -ADHERED FLASHING W PO A 4 SELF -ADHERED FLASHING WP05 SELF -ADHERED FLASHING LP06 7. At built-in gutters. HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER SELF -ADHERED FLASHING , DECK PROTECTOR SHEATHING / 7/8" Cement Plaster -- r naccordance with ASTMC926 A accordance with ASTMC926 -- SELF -ADHERED "se FLASHING PATCH " ,"- ' . ";' . Felt backed metal .. Felt backed metal lathe in accordance lathe in accordance with ASTMC1063 : With ASTMC1063 SELF -ADHERED FLASHING r DECK PROTECTOR .TMr. ^ Building Paper Building Paper II 7/16" O.S.B. 7/16" O.S.B. sheathing ,' sheathing ,� SINGLE DOUBLE JOIST Metal - - Keep top edge JOIST SELF -ADHERED FLASHING 1 �� Flashing 2f ben weep Screed ow top of ✓- �_� SELF -ADHERED FLASHING 31/2" black 2 Unerfora d 3" MIN J 4 Flange 7/8 Vuicum Weep Screed cauk bottom O 5 joint only Maintain Metal Flashing Bottom of 3-1/2" Unperforated SELF -ADHERED FLASHING W PO SELF -ADHERED FLASHING W P 0 8 APPLYA LIQUID FLASHING TO THE MASONRY OPENING (HEAD JAMB, SILL) IN \ n P09 ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE f✓ 1/ Weep Screed 1 1/2" to 2" Flange 7/8" Weep Screed 1HO.8362x;DECK JOIST OUTSIDE CORNER Above Roof INSTALLATION OF THE BUCKIRECEPTOR. 1 /2" Cementitious Sheathing Decorative Finish o • • o, All inside and outside corner will need to be miter EXTERIOR WINDOW UNIT cut and caulked all CEMT. FIN. Cement Plaster butt joints need to ''•0• BUILDING PAPER in accordance .. •°•'• becaulked using SLOPE SLOPE with ASTMC926 Vulcum caulk for all SLOPE 0.3 in: 12.0 in 0.3 in: 12.0 in (0.6 cm : 30.5 cm) _ 0.3 in: 12.0 in (0.6 cm: 30.5 cm) over wood 2nd floor (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING WIRE LATH SELF -ADHERED FLASHING - EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH 1 /2" Cement Plaster Finish SELF -ADHERED FLASHING Block WIRE LATH : .S'•ii, Flange 1/2' Weep BUILDING PAPER Cement o, Screed BUILDING PAPER Plaster over block lstfloor EXTERIOR . WINDOW UNIT CEMT. FIN. Slab Install bottom edge of weep screed 1" below finish floor OPTIONAL DETAIL 2 2 3 0 Note: The building paper and metal lath must be installed over the top of WEEP SCREED DETAIL SELF -ADHERED FLASHING W P 1 0 SELF -ADHERED FLASHING WP 1 1 SELF -ADHERED FLASHING CEMT. FINISH PARAPET WALL W P 12 the Weep Screed. SCALE: NOT TO SCALE CEMT. FINISH WINDOW HEAD CEMT. FINISH WINDOW SILL O O N O) N 0 u O N 3 I- W ti Go IN Go w p J J Vo N LL LL w m��Nfl a d2 a=sin 2 'caa z . , 3 WgIE�- ¢ O 6 !16 m QQ] 2- Q W nWWN.FDSENG,WM ❑ ❑ W O z M a Z N z J = Z N Z Or W to O m o O w to a a V) Z) m(1) � J E W 2 C, U r" o c �vY awom 19 FLORIDA CONTRACTORS UCENSE NO. CRC1330148 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 I PORT ST. LUCIE IVI Job Information: a o 0 Ln L d m 00 if) C ai F-�Um .. to N 0) a o J LLI Z:) cm o _I m (n (n LQ I V ] Model Name / Number: j 1780 ♦ I Plan Issue Date: 1 Thursday, October 29, 2020 KA PROJECT NUMBER: 20-6780 Sheet: WP Of: WATER PROOF DETAILS 5" bath duct to roof cap W/ standard 70 cfm bath fan 25 SH LI SH S LINEN LANAI Hi V8'-CPCEILINr 8'-0 CEILING wcd 6>� W-O' CEILING -_ i_ 0 4 - "1 110boAma OWNER'S BEDROOM VAULTED CEILING wcd TO 10' FLAT / 25 SH roc: n225 V 1 • • 1 148 1wCdEAMLY -; VAULTED CEILING - TO f ' FLAT _II : „ "' Iir VI WALL 0 MKI CHEN VAU D CEILING To 10' FLAT 12x6 1wcd 170 7. 0 7, in NI In N VAULTE CE LING TO 10' FL T 110 12x6 1wcd 10x1-0 rag 75 1Ox6 1wcd EMOOM . VAULTED CEILING TO 10' FLAT (n In N 5" bath duct to roof cap w/ standard 70 N cfm bath fan N — VERIFY LOCATION W/ BUILDER W.H. \-4" dryer duct to roof cap 42X42 A/C SLAB w/dryer vent box BY BLD R MIN PULL DWN. STAIR 2' FROM WALL LOCATE IN FIE 22 1/2'x54"It GARAGE B-°" CEILING AREA CALCULATIONS 1st FLOOR 1780. S.F. r TOTAL LIVING (AC) 1780 S.F. I GARAGE 391 S.F. O O R PLAN COVERED ENTRY (BASE) 98 S.F. SCALE' 1/4" =1'-0" COVERED PATIO/LANAI 117 S.F. ELEVATION "A" TOTAL AREA UNDER ROOF 23BB S.F. s12 TYP. OF (( f //rrr ttt 16'x7' GARAGE DOOR / 4" j]�UN5 wSx4 wCC Yr10'-0' CEILI'0" C LING D FOF ES .308E ENTRY 2.5 TON W/5KW @240V 1PH NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED f 18x10 plen 1 INCHI UNDERCUT BELOW DOORS TO HABITABLE ROOMS O Transfer ducts/grills sized in compliance scale :1/4"=1'0" 2-1 with Florida Residential Building Code-M1602.4 platform by balanced return air. Idr EXCEPTIONS 1-3 Must have a minimum clearance of 4 inches around the air handler per the State Energy code All duct has an r=6 insulation value. v o o� O - s S W C/) Z LU Q ry LLJI U Q =C Q O O d O I <ac)m O00 l M r LIJ •- > Z o J_ z o � Q Q ::D O D Q 11� ml2J(I)C�11C)