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Home My WebLink AboutBuilding PlansTERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA INDEX OF DRAWINGS 1�j L1 R318.1 TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, :AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE I TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT S IN ACCORDANCE WITH RULES (SHED B THE FLORIDA AND LAWS ESTABL Y DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.- NOTES. 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 APPL15D 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 PLASTER SHALL BE NOT LESS THAN THREE COATS WHEN APPLIED OVER METAL LATH OR WIRE LATH AND SHALL BE NOT LESS THAN TWO COATS WHEN APPLIED OVER MASONRY, CONCRETE R703.7.3 WATER -RESISTIVE BARRIERS. BARRIERS SHALL E INSTALLED WHERE CEMENT PLASTER STUCCO IS TO BE APPLIED OVER WATER -RESISTIVE BARRIE S B ( ) 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. W= F MASTER REVISIONS DATE DESCRIPTION CAST IN PLACE CONCRETE 1. ALL CONCRETE. SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5' PLUS OR MINUS 1% AND HAVE 2 TO 5%AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. 4. CONCRETE COVER MIN.,3" WHEN EXPOSED TO EARTH OR 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 W AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6" OR POLYPROPY NE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LEIS OF FIBER PER CUBIC YARD. E D D 6. ALL REINFORCIN STEE� STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST SCALE & OIL & SHALL MEET ASTM A 1 G S7 6 5 A615M GRADE 40 U NQ REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS STEEL WIRE OR PLASTIC SUPPORTS. TOP REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE Y B USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON LINTEL PLAN PAGE. 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 6th. EDITION (2017) IS TO BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. MASONRY WALL CONST. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90-014, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 1900 PSI (f'm = 1500 PSI ) 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270-12A. 3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH. THE CELLS FILLED WITH COARSE GROUT. 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR 1OFT, WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. 8. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. WOOD CONSTRUCTION 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 SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS, ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS22STUD 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 T0. VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED, 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24FV5 LAYUP 1.7E Fb=2400 PSI MIN, 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR OR OSB FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. WALL SHEATHING: 7/16" STRUCTURAL I OSS EXPOSURE 1 OR 15/32" RATED OSB EXPOSURE 1 A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. PRE ENGINEERED WOOD TRUSSES 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED T0. 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 -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 WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. 5. TRUSS ELEVATIONS. AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION, 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE SI DE GNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, 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. 8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. UPLIFT CONNECTORS 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PUNS FOR MORE INFO. FIELD REPAIR NOTES 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY ADHESIVE BINDER FOLLOWING ALL MANUF ACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS . 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6 DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG #5 BAR INTO THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE) MIXED PER THE MFGR'S INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY DURINGBONDBEAM POUR. 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). 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4) 46"x 234" TITENS TO MASONRY AND (7)10d NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LEIS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 11/2" SDS SCREWS AND (5) 1/4" x.2 1/4" TITENS ONE EACH SIDE OFTRUSS. 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 MISSED, CONTACT THE FOR FOR SUBSTITUTION. 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 W/ (26) 16d x 2-1/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. CODE CRITERIA FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL FLORIDA FIRE PREVENTION CODE 6TH EDITION (2017) FLORIDA BUILDING CODE ACCESSIBILITY 6TH EDITION (2017) NFPA 70-14, NATIONAL ELECTRICAL CODES (NEC 2014) & 6TH FBCR Ch. 34-43 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - ACI 318-14 ) SPECIFICATIONS FORSTRUCTURAL TR CTURAL CONCRETE - (ACI 301-10) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) NATIONAL DESIGN SPECIFICATION A N FOR WOOD CONSTRUCTION - 2015 EDITION WOOD FRAMED CONSTRUCTION MANUAL 2015.EDITIO A N APA PLYWOOD DESIGN SPECIFICATION 2012 EDITION AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE/SEI 7-10 ALUMINUM DESIGN MANUAL - 2015 EDITION 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION, 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (B) LOCAL STATE AND FEDERAL BODIES DEFLECTION CRITERIA ROOFTRUSSES* LL/360 TL/240 COMMMENTS: ROOF RAFTERS LL/180 TL/120 ROOF RAFTERS (W/O CLG) LL/360 TL/240 FLOOR TRUSSES/ BEAMS ** LL/360 TL/240 FLOORI-JOIST*** LL/480 TL/240 *TL MAX 2" UP TO 4OFT SPAN **TL MAX 3/4" *** TL MAX 1/2" GENERAL ROOF LOADING ROOF(PSF) ROOF(PSF) ROOF (PSF) ROOF (PSF) TOP CHORD LL 20 20 20 2( TOP CHORD DL 7 7 15 25 BOTTOM CHORD LL* 0 0 0 0 BOTTOM CHORD DL 10 10 10 10 TOTAL (PSF) 37 37 45 55 BOTTOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE 20 ATTICS W/ HEAVY STORAGE 50 * ATTICS W/ NO STORAGE 10 (NON -CONCURRENT) NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN APPROVAL FROM FOR OR INDICATED ON PLAN GENERAL FLOOR LOADING TOP CHORD LL 40 (PSF) COMMMENTS: TOP CHORD DL 10 (PSF) BOTTOM CHORD LL 0 (PSF) BOTTOM CHORD DL 5 (PSF) SPECIAL FLOOR LOADING GAME ROOM 60 (PSF) COMMMENTS: BALCONIES/DECKS 40 (PSF) BALCONIES OVER 100 SQ:FT 100 (PSF) LIGHT STORAGE 125 (PSF) LIBRARIES READING ROOMS 60 (PSF) STACK ROOMS 150 (PSF) GUARD RAIL ® HAND RAILS (d) 200 (PSF) GUARD RAILS IN FILL COMP. (f) 50 (PSF) ROOMS OTHER THAN SLEEPING 40 (PSF) SLEEPING ROOM 30 (PSF) STAIRS 40 (PSF) FOOT NOTES d. A SINGLE CONCENTRATED LOAD I Y POINT ALONG O D APPLIED N ANY DIRECTION AT AN 0 G TH E TOP. f. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO SQ. FT. WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED ALLOWABLE () 124 MP H EXPOSURE CATEGORY G B BUILDING RISK CATEGORY R II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS SOFT 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 ) O ', (+) 27.6 (+) 27.6 10 (-) 29.9 (-) 37.0 (+) 26.5 (+) 26.5 20 (-) 28.8 0 34.4. 0 (D s 50 (+) 24.8 (+) 24.8 0 © a (•) 27.1 O 31.1 Q (+) 23.4 (+) 23.4 100 (-) 25.7 (-) 25.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-O" x 7'-C" 16'-O" x 7'-C" 1-) 51.3 (+) 24,3 (+) 23.3 (-) 27.5 (-) 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY W/IN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER. EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. SEE FLOOR PLAN FOR ACTUAL PPIESSURES SHT NO, I TITLE 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN LAN 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT SA LINTEL PLAN S-2 DETAILS S-3 DETAILS S-4 DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS M-1 I HVAC GENERAL NOTES: BUILDER NOTICE: 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. It is the Intent of Designer/Engineer listed in the titleblock of these 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 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals clear information. Every. attempt has been made to 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error, The Builder and all subcontractors are required to 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 6TH EDITION (2017) RESIDENTIAL. the commen0emem of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations CONTROL OF CONSTRUCTION SITE: undetected and not reported to the Designer / Engineer prior to construction, All construction MUST be in accordance to the information found in these documents. regarding the KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE 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 information found i be directed these plans should be directed to our Quality TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER Assurance Manager at 321.972,0491 immediately. No bapkcharges r 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 Will be considered for reimbursement by the Designer/Engineer CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON. Without advanced notification and approval by the Designer/Engineer. Payments will be made In accordance to the terms of the agreement. - xthwest Florida®N '33000 GULFIBREEZZE PARKWAY GULFBRIEEZE, FLOMEDA 32563 a FILE COPY 11cl11-'D356 REVIEWED ", Wd-Nuno:) a19nT 6iL L p AJ3'd (--�„=-3 3�' �_ d N 0 3 E ,m�°®®�$LO1r c a ♦♦♦ ♦ @ .• e BEN ♦ \ \G .•L^. e N 10 No 87 4 m r •Xs c �9 . STATE OF 1 J [] �d�. T P .•.C. ♦` 0111ili9A��♦♦ H 09 a N ffi �k $ N C4 W I £w` s m g w C.�6 2: � ., S JMg � ti m W N C u GG a° x a sc g� as w � I,Li �-A.�z d om.a W � p ao�'o w vi a. a W ggg� Bid z 0;H'l 3 M SIR 1� N W 10 z W NCI„>E mmm a ndM. a IN U J Paz_ WWW.FDSENG.COM ❑ ❑ ❑ O Z M n W Z o r .� .. V/,� I a)a .a 4� N `0 � W E V - 0 w C N c m to Mro v m m U my E w Op E U y S c mv� Q on da�o rf AMC LJ0 13 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32663 DIVISION LOCATION: PORT ST. LUCIE IVI Job Information: r 0 Y z 3 ;L LL.I " `\ tpE Y Z ei N • • Lf� M C U -q 0 N & 0 _3 LLI Z) m o J m C ( dD Model Name / Number: 2169 Plan Issue Date: Thursday, December 12, 2019 KA PROJECT NUMBER: 19-7726 Sheet: Of: JL COVER SHEET DEC 31 2019 (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION QRADE REINF SEE PLAN * 00 % z ) N � 16" (2) #5 REBAR FM01 I SINGLE STORY FTG REINF. SEE PLAN F.F � , I 8 Ill *5 REBAR CONT. BEARING (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION OPTIONAL CURB FOR -' -' F F VARIES MASONRY @ ELEV.0 0" W/ (1) - #5 BAR CONT. +• p ( y2 STORY: 20" X 20" REINF. N 3) - #5 CONT, SEE PLAN ; ► (2) # 5 REBAR 16" GENERAL FOUNDATION NOTES UNLESS NOTED OTHERWISE FOOTING SCHEDULE MARK WE DEPTH REINFORCING 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2 4" 2500 PSI CONC. SLAB W/ 6X610/10 W W F, OR MINIMUM .75 LBS OF FIBER PER CUBIC YARD RBERMESH/RBERMD( ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUFS INSTRUCTIONS AND NER-284 FOR RBERMESH OR NER-414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER & TREATED FOR TERMITES. 3 • INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR. TO BEAM W/ (1) #5 REaAR 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 SLIDING GLASS DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE 1/12' PER FOOT AWAY FROM HOUSE U.N.O. ON PLAN. 6 NO WOOD STAKES PERMITTED IN FOUNDATION. F1.o 11-0" XCONT. 2'U' x 2'-0• 1'-0• i'-0• 2 #5 E.W. SOT. 3 #5 E:W. 60T. F2.0 5 2'-6" X T-6- 3'-0^ X 3'-0• 1'-0^ 1'-0• 3 #5 E.W. BOT. 4 #5 E.W. SOT.. F3.o F3.5 3'�6" X 3'd" 4'-0". x 4'-0• 4'-6" X 4'6" 5'-0" X 5'-0• 1'-0" 1'-0" 11-4" 1'-4° 4 #5 E.W. SOT. 5 #5 E.W. WT. 5 #5 E.W. BOT. 6 #5 E.W. BOT. P4 0 1/2° = 1'-0" FMO2 / / SECTION ` GARAGE 1/2" = 1'-0" F4.5 F5.0 7 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. 6'4' X 6'-0". 1'-4^ 7 #5 E.W. BOT. F6.o 8 ALL FOOTING SHALL BE MIN 12" BELOW GRADE 9 MASON TO COORDINATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB 10 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY 11 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX DRY DENSITY AS DETERMINED BY ASTM - 1557 1 MODIFIED PROCTOR) IN = EQUAL LIFTS NOT TO EXCEEDING 12".THE FOUNDATION SIZES INDICATED FM03 THICKENED EDGE 1/2" 1'-0" ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000PSF. (*) 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. GAR. FIN.FLR. I ALIGN DRIVE W/ BOTTOM OF 1 1 2 STORY: 20" X 20" RECESS & PITCH DRIVE (Qi. 4" CONC. DRIVE W/ 1/2" EXP W 3 - #5 CONT. JOINTS 10" O.C. TYP. 16" (2) #5 REBAR FM09 I SECTION @ GAR. DOOR 1/2" = 1'-0" 2x BRG. WALL 2 STORY: 20" X 2.0" (SEE FLOOR PLAN W/ (3 - #5 CONT. FOR MORE INFORMATION) EE 4" 16" 4" 245 REBAR FM11 FSTEP DOWN BRG. 1/2' =1'.0° OPTIONAL CURB SLOPED GROUT SEE PLAN OR MASONRY AT TO DRAIN 4"x 4"x 16" o YP. SEC. ELEV. 0%0" NTH CURB T WIr - (1) #5 BAR CONT. �� S" ,I• � (G.C. VERIFY) Z � REINF. E m F.F. (SEE PLAN) d 2 #5 CONT. INSTALL LINING ` . <* w 6 2 #5 BENT BARS W/ MATERIALS PER MIN. 25" LAP SPLICE N y FBCwR P2709.2 MUDDED F-R.I If 16" T:v�' SLOPED TO DRAIN MIN. 2 #5 CONT. FM14 SECTION @RECESS' SHOWER i/r = r-o" FM18 TYP. STEP FTG. DETAIL ALTERNATE: REINF. THE REINF. BARS SHALL BE #5 CONT REINF GRADE SEE PLAN CONTINUOUS AROUND CORNER SEE FND. FOR BY COLD BENDING THE BAR WITH QUANTITY MIN. BAR LAP OF 25" 60� #5 X 25" X 25" o c 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" X 10" THRU FOOTING W/(3) - #5 CONT. FM191 TYP. CORNER BAR DETAIL 1-1/2"=1'-0" FM23 I TYP. FND PENETRATION 1/2"=V-0" 2ODD 7200 i1000 15500 21500 28" 34500 42500 61600 LEGEND Q - INDICATES SINGLE -STORY FOOTING ® - INDICATES TWO-STORY FOOTING - INDICATES CONCRETE FOOTING CE 4 n HOSE. BlsB 3" VTR 3" VTR 2169 PLUMBING RISER N.T.S. 26'-8" 12, 4„ 1'-8" 3'40" 11-6" 3'-4" 3'-1W 3'-10" 11-81, 13'-4" 13' 4" 2'$" 7'-0" 2'-8" FMO3 �------- --- --------------------------------------;. iv iv '-- ----- ----------- --`----' ® Z I I ■ FMo1 I g n g 3 3 7'-O" 1,-8" 3'.8" 11-61. 10,_2,. ■ I I I ' I I ■ `� STEP DOWN 4" ----- 11/2' RECESS ' ® SGD ; 1 FM01 I I 3 ■ I I in T I I I � 11'•7". 13'-3" 4'-0" 29'-10" rr i� TO CENTER OF 2X6 WALL I LV 1 of 11 adml I ' LOB J I 00 i 2' 2" I --`-- TUB---, r � � r ,*1 � MASON TO COORDINATE W/ II II ' ■ LV 1 i BUILDER LOCATION OF ELEC. SINK FM01 , GROUNDING. SEE ELECTRICAL ., SHEET FOR DETAILS Il W/C i it I r I ■ ---------------- �I 'ter _ -,—I, I� 3x4F.G.�I IFr.— ■ SHOWER II ;. I WI "----------` --_II__ ------ 1 ) L I ° --- - ,'V/C, ' LV _, , ' W.H. STEP DOWN 4" , � 1 — '*� _ t. ,■ o. o LI'oTUB/SHOWER I ' 1 L _._.— — — __1_4 , I — , I lip PROVIDE CHASE; ■ IH `L �I FOR HVAC UNIT; FM02 (.. `i y. —J 3 FM 11 , 00 II , ■ 19'-4- 27'-0" 7'-6" 4'-10" L — - — - ---- C.J. SEE NOTE 6.: — -- FM01 FM01 N I----- 3 3 F3.0 o r , I N I "---- ------------------------- - --------- ------- -------- -------------- 4 ■ ' '. STEP DOWN 4" , ■ I Z ■ I 1 ; II i" 1,-0" s LI I 9 (D 00 O m 1 , , , i 01 ---- FM01 i ----------- ---------- I ; -------- ----------- - - F2.5 FM03 F2.5 - ------------------------" ■■■ ■■■ 3 2'-0" 16,^0" 2,-0„ 9, 4" 8'-4„ 8,-8" 4' 2„ g,•10" 4,-4" 20'-O" 26'-4" 2,-4" HOSE BIBB E— W/ BUILDER ILL II":iI ;'lll FOUNDATION PLAN SCALE: 1/4" = 1'-0" ELEVATION "A" & "B" �4 v 4 Lo 4 in N 3 h d E F I PBLb L u0 'a.- o �i:•4X •. (jti ii v: N No 87 64 9 STATE bF : W z' y fatalist N N 9 co ID of B ,w $$ N LO 0000 Z oo n N 5 �mS I-- W Q N C N o fR W a m Uj K00 o Z v'm nry!= m m LLI 6 ; B B'4 WWN.FDSENG.COM ❑ ❑ ❑ /I z " p Z O 0 J a � Z g CD E �\ —2 W Do p N C m Ln 92 M U 2NE W OO- ro m U m Lo d C Q Y O) O d0 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 PORT ST. LUCIE IVI Job Information: O L z 0� W �"0) o (c+') Z V-' N 0 ` 4) U 4)i co --' a QJLLJZ:) m o 00 u J m U) (n Model Name / Number: 2169 Plan Issue Date: Thursday, December 12, 2019 KA PROJECT NUMBER: 19-7726 Sheet: 3 Of: FOUNDATION PLAN --CopDEC �.' l (;Y4 LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 2,166 x 3 = 6,498 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 400 GEN LIGHT'G & RECEPT. + APP. CIR. = 35,048 SUBTRACT 100 % OF FIRST 10,000-10,000 A= 25,048 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP) 10,000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS 0 100%=10,000 + 40% OF "A" = 00 x 25,048)=10,019 + 100% OF "B" = (20,000) = 20,000 TOTAL WATTAGE = 40,019 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 167 ASSUMED EDGE OF WALL 4 M 2x6 WALL (FLOOR TO CEILING) 2' $" USE 2 RED HEADS TO ANCHOR WALL FM24.1 ALTERNATIVE PROTECTION BARRIER N.T.S. FHIL INSTALL FAN BOX PREWIREIz I �'220 GFl '' N W.H. @ 42" \ , ATTIC ELECTRIC F REQ'D BY CODE r I 1 I J � T @42 LLI GFl FOR GARAGE DOOR OPENER ------------------- ---------------- I I 1 t i i r , i -----------------------------------------1-----------------------------------'- •• ____ NO� ` l INSTALL FAN INSTALL FAN / \ BOX PREWIRE BOX PREWIRE , \ \. WP INSTALL FAN \ GFI /L..J/BOX PREWIRE 4 I II GFI C_7� ---- - FAN IS PREWIRE I " ` INSTALL FAN 1 ' 41BOX PREWIRE ®\ /® w 1� FOR HOOD FOR DW �{1aFI / I T --------------- GF -J ,--------- -�' ------------------ r _ , \® /dt G ---------------- 1 0 y_ C \ 1C>O LU C w rl r j0 W I �: Lu 1 1 r l 1 IW F r F- r 11 rl I� 1 CM - - - I 1 I I r "'IIITTJf- Ir 11 220 I 11 rl 1 11 II r 1 i / In III In III \ ::DB r WP... t I"'I INSTALL FAN nr GFII I I 111,,,......!!! BOX PREWIRE nr ul nr III r Ilr nl ' In lu nr lu III III rll III , -_ ____________cc__ _ / , COACH LIGHT' 'COACH LIGHT - — ' �� PLACE COLUMN COACH LIGHT ' �. _ ---._ _ _ _ i ' COACH LIGHT COACH LIGHTS ON _ _ _ --- WALL BEHIND WHEN CRAFTSMAN ELEV IS USED BIBB ELECTRICAL PLAN SCALE: 1/4"=1'-O" ELEVATION "A" & "B" ELECTRICAL NOTES. UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND 6th EDITION FBCR, ELECTRICAL CHAPTER 34 THRU 43, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCls (ARC FAULT INTERRUPTERS) CQMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT IN ALL DWELLING UNIT PER 6th EDITION FBCR E3902A6 ALL 15 AND 20 AMP BRANCH CIRCUITS ARE REQUIRED TO BE ARC FAULT PROTECTED. 7. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED INALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70-14. SUCH DEVISES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 8. COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE PERMITTED IF EACH MEETS THE APPLICABLE UL STANDARD. 9. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 10. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 11. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 12. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2017 THAT HAS A MINIMUM SOUND PRESSURE RATING OF 85 dBA AT 10 FEET, AND EITHER HARDWIRED OR OF THE PLUG-IN TYPE. THE EXIT ALARM SHALL PRODUCE A CONTINUOUS AUDIBLE WARNING WHEN THE DOOR OR WINDOW ARE OPENED. 13. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' IF THE OUTSIDE EDGE OF A SINK, THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLESTS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THE 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. PER 6th EDITION FBCR E3902.6 14. IN ALL AREAS SPECIFIED IN N.E.C. 210.52 AND IN 6th EDITION FBCR E3901, ALL 125 VOLT, 15 AND 20 AMPERE RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. PER 6th EDITION FBCR E4002.14 AND NEC 406.12(A) 15. RECEPTACLE OUTLET IN GARAGE FOR GARAGE DOOR OPENER TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI). 16. ALL PERMANENT INTERIOR AND EXTERIOR LIGHT FIXTURES TO BE 100% CFL BULBS ELECTRICAL LEGEND ® SMOKE DETECTOR SINGLE POLE SWITCH CM CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR $3 THREE-WAY SWITCH COMBO UNIT FLOOD LIGHT $4 FOUR-WAY SWITCH $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE n TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE 110 VOLT DUPLEX o CEILING FAN OUTLET 4b 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT rn ' Lu DOOR BELL CHIMES WP WATER PROOF W/ GROUND FAULT 220 VOLT OUTLET OO — DOOR BELL ® SPECIAL SERVICES OUTLET DI P DISPOSAL N❑ T.V. CABLE OUTLET DISCONNECT SWITCH ' TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING J ❑ JUNCTION BOX Wp WATER PROOF RECESSED LIGHTING O THERMOSTAT ® BATH FAN Q LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT I C INTERCOM SYSTEM ® L.E.D. DISC LIGHT ® GARAGE DOORPUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFYFINALAMPSNEEDED SAME AS UNDERGROUND WITH ELECTRICAL CONTRACTOR 200 AMP SERVICE 200 = 210 COPPER OR 4/0 ALUMN. IN 2" CONDUIT METER MAIN El DISCONNECT 200 AMP A/C DISCONNECT UNDERGROUND SERVICE BY POWER COMPANY # 14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL # 12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE BONDING INTERSYSTEM # 8 TO HVAC TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD W/ MIN. 8' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. if `� to i � I i � I V rn O N N .n E U CI m v H .p .A Egg- 2 N N (Vp m G R n k #ti � 0rfi'0 SB ( Z Xm LLI ..N _8m j"ZCi9Ens 1.. 2 €wmgc g w mix0 a# w � U'�c W Z c � � coo m 5 o: w w a cc 3 W & a' �l"i Z 3,o "Z N��w °' mS a LLM Z d 0 d o ef2Qna: B Be,IJJ �&` i d M o y ¢ 0 J & � W TDSENGMM El El ❑ d y m Z 7- N m M 0 N z ¢a E W 3 d LL m � o o`� z U a w w yy � E c �O C m i o N 0 r- o m a9M �� m w O� O � 0 O — = .5 00 Ill %✓% i .. U rn o c ate° Q rn o m DAMS HI FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE IV I Job Information: N 0 c Vl z0 W LD LD " Lo °' d N N U z e-I N I'—i<0M '0 U N a J W VJ VJ W LL Model Name / Number: 2169 Plan Issue Date: Thursday, December 12, 2019 KA PROJECT NUMBER: 19-7726 Sheet: 4 Of: ELECTRICAL PLAN DEC 3 1 Nil 48" OFF RIDGE VENT BEARING @ ENTRY TOP OF BLOCK TOP OF B OCK � ■ W k io 23SH — - FIN. FLR. 25SH FIN. FLR. OF BLOCK W'D RIGHT ELEVATION "A" SCALE: 1/4" = 1'-0" 48" OFF RIDGE VENT 48" OFF RIDGE VENT 61 TOP OF BLOCK JW 00 t0 _ HEAD HGT - — — FIN. FLR. DBL 25SH ■ 25SH 25SH W'DOW H E 00 FIN. FLR. kD HGT o o0 DBL 25SH TRIP 25SH 2868 DR DOOR STYLE MAY VARY REFER TO SPECIFICATIONS REAR ELEVATION SCALE: 1/4" = 1'-0" P OF BLOCK 11, FIN. FLR. I 16' X 7' 32 PANEL OVERHEAD DOOR ■ DBL 25 SH W/ TRANS ABV. 16"x16" COLUMN VERIFY W/SUILDE STYLE/SHAPE 8" FROZE N; 17G L'] 3068 DOOR W/2 1068 SIDELITES W/ 5014 TRANSOM ABOVE VENTILATION CALCULATION Formula = SF / 300 / 2 * 144 = net sn Inchas of vantlne n.dad onually fnr IMn4a a.A n.6a..nt Soffit product provides 4.12 net sq In / sf Ridge vent provides 18.00 138.00 net sq In / If net sq in / sf OM ridge vent provides Overhang distance 1.33 ft S.F. of Area to be vented (SF) 2791 s.f. Total needed for exhaust for upper 1/3 670 net sq inches Total needed for intake (soffit area, lower) 670 net sq inches Number of Off Ridge Vents for upper 1/3 needed 5 L.F. of Ridge Vent needed (can be used in combo with ORV) 37 Lineal Feet of Soffit needed to meet required 122 Lineal S.F. provided by plan 248 LEFT ELEVATION "All - SCALE: 1/4" = 1'-0" _ _ — _ — _ — BEARING-9 ENTR TOP 'DOW N-AD HGT ® o 00 C0 0 a0 �o i0 DBL 25 SH 25 SH FIN. FLR. - — W/ TRANS.ABV. — FRONT ELEVATION "A" SCALE: 1/4" = 1'-0" 0) ` 87364 Q f.) N TE . OF l E dNf`d N A ; i%�+`$ N 7 L F- 6 n c 8 1 - 5 � gq N N N .� ci cc Z w $FCCY, gyp !GtCSC 0 NU.i�N W00 W � 0, [2 Z Wo2,6i "1NP ��ti H8 2! '�s_w 8s _ �y �..9 az usm ep w ry. 111 q.g eo Sig W a 2 LL yw 2' s€' W = dtc � Ld a W W ao: Q Z 00 -Wtlo tJ y�mw &mo a,;BWLL W QNQU�.0 QO N ) 825 U "5 WN`\W.FDSENG.COM 000 Z N o Z M O Z N NN v Q O O V I z QuZ V7 W j p E o I Q w 0 W \, to C' m =m ifB W 000 W ; 00 d UMom ® C rn Q o m 7%AUwe_+ u4 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 PORT ST. LUCIE ♦ I Job Information: LL °' 0 c N z W �o i U � LO a / .i N . 0 U z I— �Cim � a Q_IW=) M o _I m C/) (i) GO u- ♦ Model Name / Number: 2169 ♦ Plan Issue Date: Thursday, December 12, 2019 ♦ KA PROJECT NUMBER: 19-7726 Sheet: ^ Of: ELEVATIONS - A ��r ** ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING 20'-0" MAX 20'-0" MAX THICKNESS IS 15/32".) IF 15/32" IS SEE DIET. TBO3 USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP SECTIONS G.C. TO PR( BLOCKING' W/ APA RE( FOR SPAN I 7/16" OSB SEE DETAIL EQ. Q CONTINUOUS BOTTOM CHORD BRACING 2 X 4 MIN. SEE DETAIL TBO4— — — — " X" BRACE SEE )VIDE DETAIL TB01 'v -0 COMPLY o :OMENDATIONS IATING OF — — TB03/S4 4 O Q � 7 Q a � — — — — EQ. TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" D.C. MAX. FOR FIRST (4) ROWS OF TRUSSES NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) " T' BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TBOS REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTS:771 4 FT. O 4 FT, i i' Oi�', 1 L_________________________________________________''' 5 FF, 4 FT. O 5 Ft 4 FT. O ----------- i� �. IG O2 24I---------------------r O I O 4 FT. 4 FT. 2 ROOF NAILING ZONE DIAGRAM O NAIL ATBASE 2ROWS @4"O.C.W/SdCOMMON NAIL ROOF NAILING SCHEDULE: BU NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL CU NAIL OPENING PERIMETER .@3"O.C.W/BdCOMMON NAIL NAILING ZONES (SHINGLE AND TILE) O NAIL INT. AT 3" O.C. W/ Sd COMMON NAIL ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2: ad RING SHANK NAILS @ 6" O.C. ON EDGE AND 5" O.0 IN FIELD EQ STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN (NOTE: IF PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING W/8d COMMON NAIL O PLYWOOD SPLICES @ HEADER -NAIL SHEATHING TO HEADER SHANK NAILS) nIn'�� NOTE W/ 8d COMMON NAILS @ 4" O.C. GU Sd NAILS @ 3" O.C. TO EACH TRUSS END OR @VERTICAL RATED 24/16 WIT MIN. (SHINGLES) SPAN RA 6 ) OR ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD (TILE) MEMBER IF GABLE END M SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH B A ACHED TO PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO E TT NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2" DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". ATTACH WALL SHEATHING W SYSTEM PREFAB A / ALTERNATE PANEL WALLS ) 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" 15/326 OSB (2)- 2x TOP PLATE 15/32" OSB EXPOSURE 1 BEYOND EXP05UREi SHEATHING SHEATHING PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET 2x RIBBON VERTICAL OR BLOCKING BETWEEN FLOOR SYSTEM 1/2, — p II II IP II SOLID2x I III I II II II I I 11 II II BLOCKING @ ALL = w SHEATHING y It III 1 I I I II I I I N IIC II I I EDGES (SEE y SECTION X-X) m 11 III III OPENING II II 1 I —ir — II r — I II II I I III III1 — I I II 11 II 2xSTUDS wo BEYOND. 11 IL I III RII.II 1 it B 111 II III It It II I II H I SEE PLAN o H- 0z III LI Il 111. II II II I HORIZONTAL WALL ELEVATION DIAGRAM SPACING 2x4 P.T. BASE PLATE BEYOND SEE PLAN J juaOF CFO¢ 0�E�D I—I-0LLIY N WIn ILI D O LL N LL AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7/16" FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS (2) ad NAILS @ 3" O.C. ALTERNATING STAGGERED BLOCKING S .TFC ION X-X 'CONTRACTOR TO INSTALL EITHER HORIZONTAL OR VERTICAL BLOCKING AS SHOWN. BOTH ARE ADEQUATE '11313 WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 CONNECTOR SCHEDULE FOR: ADAMS HOMES - 2169 ELEV A TRUSS ID BEARING TRUSS ACTUAL CONNECTOR ID CONNECTORUPLIFT FASTENERS NOTES POINT UPLIFT DESIGN RATING C1-CS E5 E7 E7A HS H7 L/R -312#or less HETA16 PER TRUSS MFG 1810# (9)10dx1-1/2" 131GR L/ R -1599 # or less (2) HETA16/MECH 2500# (12) 16d BZ B3 L/ R - 843 # or less HETA16 / MECH 1810# IS) 10d x 1-1/2" (9) 10d x 1-1/2" B4-B11 L/M/R -14534orless HETA16/HETA16/HETA16 1810#/1810#/ 1810# (9)10dx1-1/2" (9) 10d x 1-1/2" (10) 10d D1GR - 1/ R 1192 # or I ess (2) HETA16 / (2) HTS20 2035#/2900# (48) 10d Ys, D2 D7, G2, G3 .. <1 L/ R 662 #or less HETA16 / H10A 1810#/1340# (9) 10d x 1-1/2" (18) 10d x 1-1/2" - 1/2" WA. D1GR SUPPORT COL. BRG PT #$ R ' 574 #orless DTT2Z 2145# (8) 1/4" x 1-1/2" SDS SCREWS (9) 10d x 1-1/2" G1GR, A1GR, A2 795 # or less HETA16 / HETA16 1810# / 1810# (9) 10d x 1-1/2" A3GR ,.L/R -2401#orless (2)HETA16/(2)HETA16 2500#/2500# (12)16d (12) 16d K1GR, K2 L/ R 459 # or less H2.SA/ H2.SA 600# / 600# (10) 8d NAILS PBS, P610, VA1, VG1 - VGS, VK1 - VK2 L/ M /R - 156 # or less CONNECTION BY TRUSS MFR C1P,E3,H3 L/R -317#orless H2.5A/PER TRUS5MFG 600# (10)8dNAILS TRUSS MANUFACTURER: PRC)RLIIIr)/RFS DATEOFLAYOUT: =-;DATE OFTRUSS CUT SHEETS: :6/7R/14 L= LEFT, R = RIGHT & M = MIDDLE BEARINGS. BEARING LOCATIONS ARE REFERENCED TO TRUSS MANUFACTURER'S TRUSS DRAWINGS. ALL CONNECTOiRS ARE SI M PSON PRODUCTS TYP. /A-\_ �I®I®I�I■I■I■I■I■I■I■I■I■I■I■I�I�I■I■I■I■I■�■I■I■I■I■II®I■I®I� ■�I�I�I■�I■�I■�I�I■�I■�I■i�l�l■I•I■�I�I�I■I•I■I•I■�I�I■�II■I•I■�I�I �I® I■�I�I■�I■I•I■I•I■I■I•I■I•I■I•I■�I■I•I■�I�I■�I■■ mom� •L • ��®1, AIN E1 '■ ■' III® PAIN .• I u u O .. ®I®I►II In ,I ,I► ■'�a�I� �I■I■I■III /It �� 1■ ■1 ° ■' _■■�i®II �■ 01 ��■I■I■II®III 11■I■INMI ®� I � ■_� �� I■iI®III _1■ ■' ®� �I' I■I•I■I•I■I•I■�■■I�I�I�I�I■�I■I•I_Irl■�- it I�I\ —��I■�i■I•I�I�I�I■�I\�— —�'.III�I � ,I®I®I®I®00I®I I�I�I ROOF PLAN "All SCALE: 1/4" - V O" Eel SIMPSON- CONNECTOR SCHEDULE USP- CONNECTOR SCHEDULE MARK TYPE CONNECTOR&FASTENERS SPF BYP CONNECTOR& FASTENERS SPF SYP FRAME TO HETAI6W(%10dx112'OR 1810 WA16 W(10)1M x 1 W OR iM6 18J0 MASONRY HETM W(9)1W x11/L' HIM W(10)iW x 110 O FRAME TO H2.5AW(10)Sd NA&S NO IRS RAAW(10)MNALB 515 5M FRAME TO H10AW(1S)10dx i IW 1015 1040 RTISAW(17)I0axtIW an 1020 ©FRAME FRAME X10A-2 W(18)tOtlzl lfY'AT2 PLYTRU98E3 830 1080 RT1S2 W(18)108x 11IP AT2 MYTRUSSES ON 1080 M73121414)INx11MIATEXTERIOR No MTW12"l4)1Wx112•NT EXTEIigR logo 1" OFRAMETO FRAME LOCATIONINCLUDE(312a TGENII No LOCATIONINMUM3iW TOENAILS MG7W(22)1WN1U5AND516"AT.R.W 1T 8930 MUGTIS W(i9)1W NNL8AND SB"AT.R.W 3wo "M OFRAMETO E MASONRY EMBEDMENTWSIMPSONSE EPDXY 9985 1PEMBEDMENTWSIMPSON "SET'EPDXY FFAMETO WS20W(24)I0ax11IC(ATE4TERIOA INS HTW"W(2M)1Wx11R•IATEXTERIOR 1285 Iwo O FRAME LOCATgNINCLUDE (3)tW TOENAILS 1310 LOCATONINCLUDE (3)1W TOEIU&S FRAME TO a)HT920 W(48)10ax110"AT EXTERIOR (2)HPMOwI(60)foaxtl2•(ATE1(tERIOR 26'r0 3N0 FRAME LOck1ONINCLUDE (6)12tl TOENN4S LOCATIONINCWDE (O12tl TOENAILS (EA) HGT-2W118)10a NNL9 AND (Z)518• A.T.R. HUGT2 w/(16)1W NAILS AND (2) W A.T.R. O FRAME W 12" EMBEDMENT W SIMPSON 'SEI' 1 W W w112' EMBFDMEM W 31MPSON "SET' 7020 9790 MASONRY EPDXY (HGTa FOR }PLY) EPDXY (HUGTs FOR 3PLY) O FRAMETO FGTR W(13) IW X 3'5DS WOOD SCREWS 3100 d]25 RFUSW(12)W39WOODSCREWSAIJO ]100 MASONRY ANDRIWXVITTENHDANCHORSOLTS (4)3'PxWWEDGEaOLT (1) LOU W r0) iM SINKERS QFRAMETO &(])1Wx2A11TREN2 1750 203D MASONRY(SEENOTEMOBELOW FRAMETO (2)LOT2WMl6dSINKER8&1141 Ve x 2 IMP TITEN(2 PLY TRUSS) 9S00.M 4000dA (2) LUGT4 W(32) 1M SINIOERS B(10) lwx8'WEDGEd T(2PLYTRUM 31MM 31N#A J2 MASONRY/ FRAME OR(a)1MSINKERSFORFRAME(EA) MO,F 371" ORO2)1M81N_'ORFRAME(EA) 3MDF 4520.E FRAMETO (2)W13W(!4)1l4-xYSDS SCREWb 473aM e$JDM (4 LUGT9 W(24)iN'x 21/YMI ©3 MASONRY( ^&(B)3M1"x5'TfTEN l2 PLYTRU98)" .."."...�, SolaF BOB" SCREWS BA(4e3re'xb"WB(2PLYTRUB9) n , "•cm_a cn F. mm (gB0F ]/ V I MASONRY 1 wow I I NF"FP BEAM TO HU/BOPTHUC96W(8/1W NAILS& 011640 G#3ON HD180PTHUtOW0410dmwa O#1825 (M20m O MASONRY/ (12)1/Yx23M'TITEN(TOMAS.) DOING MISS (12)IWX23'4•TAPCONB(TOMAS.) UP1Wo USND FRAME OR (12) IM & (6) IN (FOR FRAME) SYP.F SYP-M GR (12) lW & (B) IOd (FOR FRAME) SYP-F SYP-0AM O FRAME TO (2) FETAIB OPT M HIST= 1RY W(1W xl1 1920 1920 (2) WA180PT (2) HTA20 1-PLYW(10)iWztt/2"OR 18T1 MASONRY 2-PLYW(I M 2)1 2365 2W5 2-PLY wI(12)iM 2430 HTSMtBW(8)1W NAIlSAND (4)1/4"#1M" No 1110 HTWMI6W (8)1W NAIl3AND lI)1M"z1 L4" 1145 1226 OFRAME TO TAPDONS OR WED BOLT MASONRY HTSM20 W(10)1N NAILS AND(4)IMN2 IW ON 1110 W(tg)1WNALSAND (4)19"1W- TAPCON8 WEDGEdOLT 1145 1225 O HIW W(8) M xiT�A� AND (2) WA' TM 910 MASOENRTOY DTIMw(a) IN, 0 l25OB WOOD MT TZ wl(8)lie xi Inr"IS WOOD O FRAME TO SCREWS AND (1) 123 A.T.R. EPDXIEDW 18M 21, SCREWS AND (1) NS•B A.T.R. EPDXIED W 1510 1835 MASONRY 31MPSON'9EI"(SEENOTE&9 SIMPSON 'SEI"(SEE NOTE&4) HTT5W(z8)iMX21YP NAL6 AND It)ara'6 HTT4b W(28)1M x21PC NAL3MID (1) O FRAMETO A.T.R EPDXIED W SIMPBON SE 4375 5090 5I0"B AT.R. EPDXED W BIMPSON "BET" - 5005 MASONRY (9FE NOTE JP4 BEL (SEENOTE" BELOW) Nita W(1B)iMx2 iR'NAILS MID (1)SIB'S RTT45W(1S)1Mx212•NAILS AND (1) ® FAME TO AT.R. EPDXIED W SIMPSON "SET" 3NI 4M5 S/W0 A.T.R. EPDXIED W SIMPSON SET' - 41W MASONRY SEE NOTE&4 BELOW) (SEE NOTE#4 BELOW) (D FRAME TO FRAME H103 wl(M)10tl X1 lYC IIALS ]B5 810 LUGT1 W(23)Mx11/2"NAILS 9J6 JOSS HM9KTW/(A)114'1JW BDS WOOD 780 TOO RT10M W(9) 1M x 110 NNLSB 1395 1895 OFRAMETO MASONRY SCREWS&(5)t/4'x'41/4•TAPCONS (4)114•x1&V TAMONS FRAMETO VOT W(16)1/4"x3. 806 WOOD SCREWS& O MASONRY (1) SIB'S A.T.R. EPDXIED W SIMPSON SET' MN 4940 W 1T MIN. EMBEDMENT P) VGT W (M 1/4 0 BOB WOOD SCREWS OFR SONRO �0�. 8 (2)&B"B AT.R. EPDXIED W SOAPSON SIN 7186 SETW12"MIN. EMBEDMENT TO VGT W (18)1l4'b" BOS WOOD3CREW38 MUGT)5 W (Y41 W NAL9 & HTT46 W (19) OFRAME FRAME HDU49D92.5 W (10)1MY3112'SP4 WOOD 3286 4585 1W NAlL8&(1)°WB'BATA - 410 SCREW58(1)MB'SAT.R. (� FRAMETO 1 (2)HTT5W O2)1002111NNUS& 4315 50N (2J HTT45W(52)1M"x21R'NAILS - SOW 2. ALLTRWSTOTRUSSCMNECNON5AREPRWIUEUUT1MVUM9NVFACIVRER,U.N.VVN1 . S G.C. MAY USE EITHER SIMPSON OR USP WNNECIIONS, SEE FRAMING FLAN FOR CONNECTOR CALL OUR. 4. FOR SINGLE PLY TRUSSES, SCAB ON FULL HEIGHT SW#12Y4" TO TRUSS VERTICAL WEB W(2) ROWS OF IN NA&S@ T O.C. STAGDERED & MINIMUMAT.R EMBEDMENT:9 EMBEDMENT MR 1R'A.T.R. r EMBEDMENT FOR W AT.R. S' EMNOMEM FOR DB' A.T.R. OF AT STEP, DEPTH IS FROM LOWER SIAS). 6. BOAS TRUSS CHORD W 4`-0'aSYP#2(MATCH CHORD LUMBER SOSS)W(2)ROWS IW®4"FROM END &4.O.C. STAGGERED; CENTER AT CONNECTOR LOCATION As MUCH AS POSSIBLE. O MORMAL CONNECTM ONO ON FRAMING PLAN 1. CONNECTION FOR ALL ROOF/ FLOOR TRUSSES TO MASONRY WALLIV LINTEL& ICF WALLS ONO ON PLAN 2 CONNECTION AT 24" OR W O.C. PENDING VERTIC S FOR ALL FLOOR TRUSSES PARN.LEL TO MAeONRY WALLS SEE VETAL FBILD3 FOR MORE INFORMATION 3. CONNECTION FOR ALL HIP JACK(CORNER JACK) TO MASONRY WAIXWCF WAI_ ANIMUS 4. CONNECTION FOR ALL CONTINUOUS WM BOARD TO TOP OF MASONRY AT M' O.0 MAX W(2) AT EACH CORNER, G.C. TO VERIFY LOCATION DOES NOT CONFLICT WTJ10F APPLICABLE) LAYOUT a. CONNECT ALL FLOOR TRUSSES M INTERIOR KARNS WOOD WMUBEAMS w/(2)1W TONAIUS OB MINIMAL CONNECTOR UNO ON FRAMING PLAN 1//.��IXJACKTRUS3 TO WOOD WALL OR BEAM RECTOR ONO ON FRAMING PLAN ROOF FRAMING NOTES 1. SHINGLE ROOFING SYSTEM OVER MIN. 7/16" OSB ON PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. (SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPE AND OTHER INFORMATION. 2. THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSB EXPOSURE SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2x4 #2 SYP WITH (3) 10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH 8d NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1A - - - NOTE TO FRAMER - - - IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE FTHI CLIENT DESIGNER OR ARCHITECT TO USE FOR THE DESIGN 0 S PROJECT. OTHERWISE DETERMINED, NSTRUCTION OR TRUSS A GENERIC LAYOUT HAS BEENBUT PRIOR TO CO 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 @ 2'-0" O.C. SECURE J-CHANNEL @ 120 O.C. - METAL DRIP EDGE + 2 x SUB -FASCIA o ALUM FASCIA I CONTINUOUS VINYL © G.C. SHALL VERIFY SOFFIT MATERIAL CAPACITY TO RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING WIND. PRESSURE TYPICAL SOFFIT SUPPORT DETAIL 3/4"=r-0" 9 Q:Q...... R,.j.,a H 3 ate�" u TE OF' W GkN ®drf'3Cts Mb3�Sl ` ``l y M tO U � H DI X1 c 9 (p N W C /500 W 22g�g4 `_ W PI tnvL:IA 1—Il LL LL 'tx .66'm3nx N r sQRyypCp _l\�U Z QHe W monWyEInz O.AO ;3f z to m it O 03:2 wM` v1-VIE W1M m P E c'g La a@ O N Tom25 U � J ❑❑ ❑ NAWI.FDSENG.COM 5 M (D0 0 a Z M O z a o Q 3 � � U) z .S q p EV !a a u o d DV) c in $ to 7 PRO U LNE W OQ�". 2 p ^ N UMEN - Q M O e4 a m ' a ® DAMS HOMES 0 .715 FLORIDA CONTRACTORS LICENSE N0. CRC1330146 3000 GULFBREEZE PARKWAY 5 GULFBREEZE# FLORIDA 32583 0 DIVISION LOCATION: PORT ST. LUCIE a of Jab Information: a / co O m m 0 c O O a y ?� Ai n Z 0 g tit I B I ■e. U.) U a °� m y m z a m 1L,i^.l Z) W (i 0 0 m v/ vi Model Name / Number: 2169 m oPlan Issue Date: Thursday, December 12, 2019 KA PROJECT NUMBER: d x 19-7726 a rn 0 Sheet: 6 Of: ROOF PLAN A O U LINTEL BEAM:. ► 1 COURSE UNITEL BLOCK W/ 1 # 5 BAR &.3000 PSI GROUT, MIN. 25" LAP (ACI 530) CONIC. SLA FOUNDATIC FOR MORE NON-SHEARWALL SEGMENT TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL. EACH END WITHOUT AN OPENING BETWEEN. —FILLED CELL: FILL BLK. CELLS WITH 3000 P.S.I. GROUT ONE #5 ® LOCATIONS SHOWN ON THE FOUNDATION PLAN AND FLOOR PLAN. MIN. LAP 25" (ACI 530) TOP OF SU18 MS021 TYPICAL SHEAR WALL SECTION NS,S. —TYP. TIE BEAM W/3000 P.S.I. CONC. W/1 #5 REBAR CONT. SIMPSON SP4 W/(6) • SOd X 11/2 SP6 OR SPS FOR 2x6 AND 2x8 WALLS. =d s r"- 7< 4 a DOUBLE 2x TOP PLATE I'. STANDARD HOOKS SEE MS05 FOR MORE INFO TYP. FILLED CELL W/3000 P.S.I. CONC. W/1 #5 REBAR VERT. E ING WALL RWALLME WALL .P/SPFP.T. W/ X 8" "1" BOLTS OR (3)1/2". X 6" EXPANSION ANCHORS OR (6) 3" X 1/4" TAPCONS OR (8) 2 7/8" HILTI TDFDNI NAILS 2x BASE PLATE SEE PLAN FOR MORE INFO MS03 I I N.T.S. I P1TCl11UOV lH1NPIC(.TII\al flCTl111 20" MIN. LAP #5 REINF. BAR 9 #3 OR 04 REINFORCING �� s, BAR #3 & #4 LAP $PI Mr„ 25" MIN. LAP #5 STD. 90° HOOK -A`#5 REINFORCING f #F LAP SPLICE SCALE t. =1'-0" f� 36' MIN. LAP h #6 REINFORCING BAR * GRADE 40 U.N.O. 46 LAP SPLICE MS05 1 REBAR SPLICE DETAIL - GRADE 40 1 N.T.B. ATTACHMENT REQUIRE ENTS SIZE TAPCONS SPACING # ROWS 2 x 4 1/4" X 29A" 12" O.C. 1 2 x 6 1/4" X 23A" 12" O.C. 2 2 x 8 1/4" X 296" 12" O.C. 2 NOTE: TAPOONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. PRECAST tLINTEL m w � (2) 2X P.T. BUCKS W/ 1/2" O.S.B. BETWEEN i FASTEN PT 2 NAILER TO MASONRY i IF DOUBLE 2X NAILER IS USED, USE 1/4"X 41/2" TAPOONS SEE OTHER NOTE MR SPACING REQUIRED MS11 I 2x BUCK DETAIL N.T.S. SEE PLAN FOR TOP OF WALL AND LINTEL INFO T F.C. EACH SIDE SEE PLAN MS061 LINTELS AT ENTRY DOOR w/ TRANSOM N.T.S. R�7-7 " •PR CAST LINTEL FILLED TRANSOM OPENING "'• FRAME INFlLL ,••• ♦ AROUND WINDOW i BY BUILDER SEE •� • ♦I • i `PRECAST RECESS LINTEL FILLED DOOR OPENING i. ARCH WINDOW ELEVATION "A" & "B" T ON HURRICANE R ANCHORS (TYP,)—'► K R AT TOP HMO) REOb 4VY CLEdR IM.U. • OROUT `e RFDAR AT BOTTOM O OR LNTB. OAvITY 60TTOM tMETI RCING TAIe'nrw,.i PROv� N LNTEL NPRRb) e° NOMINAL WIDTH TYPE DESIGNATION P.ML IIIRH GROUT I U.UNPILL® OIIANTITY M 2 REa.N2 AT BOTTOM OF L� UvnT Br-16-115/IT WnlN WIDTH J L IXJANTITY OF s Nd I- WGHT R AR AT TG MATERIALS 1. fd precast lintels = 3500 psi, 2. fc prestressed lintels = 6000 psi. 3. fc grout - 3000 PSI W/ maximum 3/8" aggregate. 4. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength - 1900 psi. 5. Rebar provided in Precast lintel per ASTM A615 GROG. 6. Field rebar Per ASTM AB15 GR40 or.GR60. Prestressing strand per ASTM A416 grade 270 low relaxation. 7. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. GENERAL NOTES 1, Provide full mortar head and bed joints. 2: Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4, Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. S. All lintels meet or exceed L/360 vertical deflection, except lintels 17'A" and longer with a nominal height of 8" meet or exceed L/I80, 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32' diameter wire stirups are welded to the bottom steel for mechanical anchorage. S. Castin-place concrete may be provided in composite lIntel In lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 antl ACI 530 30.1-intel min. depths are called out on lintel plan. If contractor installs a deeper lintel than Indicated onthe plan, doing this Increases the strength of the lintel and Is approved without englneedngletter. If a smaller lintel Is Installed contact FOR for approval. SAFE LOAD TABLE NOTES 1. All values based on minimum 4" bearing. Exception: Safe loads for unfilled lintels must be reduced by 20%if bearing length is less than 6-4/2% Safe loads for all recessed lintels based on 8" nominal bearing. 2. N.R. = Not Rated. 3. Safe loads are total superimposed allowable load on the section specified. 4. Safe loads based on grade 40 or grade 60 field rebar. 5. Additional lateral load capacity can be obtained by the designer by providing addlonal reinforced masonry above the precast lintel. 6. One #7 rebar may be substituted for two #5 rebers in 8" Hotels only. 7, The designer may evaluate concentrated bads from the safe load tables by calculating the maximum resisting moment and shear at daway from the face of support. li 8. For composite lintel heights not shown, use safe load from next lower height. j 9. All safe loads in units of pounds per linear foot. PRECAST "U" UNTEL w/ SCOOPS] CONC. AT OPENINGS SEE GENERAL CONCRETE LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT REBAR ON BOTH SIDES STD, 90 DEGRE ANGLE 3000 P. OF OPENING U.N.O. CONIC, W/1 #5 REBAR PROVIDE KNOCK4UT BLOCK FOR FIRST •" COMPLETE CIVIL COURSE BELOW SILL & FILL SOLID ,. " W/ (1) #6 BAR FOR ALL WINDOW OPENINGS 6'-8" AND LARGE 8"xB"x CMU U.N.O. _ A-- GROUT $HALL BE FLUSH WITH TOP OF WALL 10" STD. 90 HOOK HOOK N U 0 w a c m m N Y 0 d d N 3 e\\\t/ifl IH/y/J No 8I804 ♦: s N c � t �: S AT L OF f\4p a E y/ 0 ay3j`UyyFF5LR36` d R a N df 2 c cV N f0 00 R W S Z N o W r- to f 'C7 N UJ II_�R�Z 'r``o W L 0¢ w W Va�Cp�rH QL W N YDd a z aNTa`o' C)is $ ZO O 0 00 5 U W a�o oN T 2 WwW.FDSENG.COM I] 0Ll v Z Z M 2z C Z Q O — --`I 3 a � C v J Z 0 M, � C9 a ¢ o N m iJ W F u Q E E o u a n t C 02 j to U BNE c 0 L U ' � N = o^ N N c a) o Q - a�om am m i ® s � DAM ► E3 c I III�I� N c FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: t PORT ST. LUCIE VI Job Information: RV T'a�n O 4) o O i TYP. BOND BEAM n Z O to W x8'x 16"K.O. LINTEL BLOCK g 'm 2 0 to FILL W/3000 P.S.I. CONC. W/1 05 DIA. It UJ 2 0'.. CL cv) REBAR F > ��/J �+ �N^, 6 INDICATES FILLED B M WITH 1 #9T0 H pop m 7 `� ei N IOi= 'an e R R V a) BAR MIN. 1 O LU i,t O �_ \ On rn Model Name / Number. 2169 TYP. DOWEL 25"VI MIN. LAP (ACI 530) Plan Issue Date: Thursday, December 12, 2019 W VI KA PROJECT NUMBER: x 19-7726 � o Sheet: S I Of: N MS01I BLOCK WALL REINFORCEMENT I N.T.S.. I DEC I A 0 SIMPSON HETA 16 2x6 #2 SYP P.T. EACH END W/ (2)'/2"1 SEE FLOOR PLAN WEDGE ANCHOR FOR BEAM SPEC. o OVERHEAD SECTIONAL N DOOR TRACK W/ 3/8" X 8 1 1/2" STEEL LAG BOLT n � G OLD i'I IIIII �� N Q W/ WASHER. MIN. 6 PER TRACK TO JAMB. II ,I 5 1/2" DIA. x 8" ° () 1/2" X 8" A.B. W/2" ° h I I I I Y o "J" BOLTS WASHERS SET IN FILLED CELL W/ #5 TYP. FILLED CELL n E VERTICAL MIN. 5 PER JAMB. b SECTIONAL " OVERHEAD 11 N DOOR CONT. P.T. #2 0 / WOOD SYP 2" X 6" S t v / TRIM o :,. $ it1�1111illlJgtj, 2'1 P.T. WOOD JAMB ° : ' ,: .�tA jf N II c d4� 8l$4 2 �* s No(TE DOOR AND CONNECTION PER I, 0 d CV rdGARAGE GARAGE SLAB' !L ® " ITYP. DOOR MANUFACTURER r ST OFTRACK GARAGE DOOR1 MOUNTING DETAIL o C , p - �zr,atilseC,d:y9�, NOTE: DETAIL CD22 / S-2 MAY BE SUBSITUTED FOR THIS y DETAIL - UNLESS NOTED OTHERWISE a r a 0 MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. CD21 ENTRY CMU COLUMN/BEAM N.T.S. a s E �m � 00 N GD ti a'gS �+ yy ik 7F ik d E€ c OO W (+1N-m0f LL LL LL Z ``ymprjo BLOWN -IN R-30 INSULATION PER FBC &ably III E W w w s g AND ENERGY FORM SUBMITTED WITH y a S c JT Z O a ;� < Z z p ~ PERMIT APPLICATION PROVIDE BAFFLES N o ,5, p ro w AT EAVES (FOR VENTED ATTICS) x W" g Z Nvl 12 FIBERGLASS SHINGLES OR SEE PLAN TILE ROOF (PER ELEVATION) o Q .� F W Q n a m v ¢ a ° s A o "LL p to ° OVER APPROVED UNDERLAYMENT 0 owo PER FBCR 905.1.1 OVER APA 0011 PRE ENGINEERED WOOD RATED STRUCTURAL SHEATHING _ W .FDSENG.COM TRUSSES @ 24' O.C. (SEE STRUCTURAL NOTES FASTENED TO TRUSSES PER ROOF m z N NAILING SCHEDULE) v W o TRUSS ANCHOR (SEE PLAN) SEE PLAN FOR 20 z — - — - BRG. HT. - ° 1/2" DRYWALL �' • .3 a FELT PAPER OR •' ETAL DRIP EDGE 9 — s TRUSS PLATE 3/4" P.T. NAILER 2X SUBFASCIA •� (TYP.) FRAME FOR BUILT-UP o V) 0 a SOFFIT.SEE ARCH. I/2" DRYWALL CORNE 2x4 POST ER EAo III PLANS w/ CURTAIN NAILER �i 8 x 8 x 16 K.O, 1 x 4 P.T. @WINDOWS h LINTEL BLOCK 2 X 4 P.T. PLATE END FRSUPPORT SU44 PPORTING KEEP IN 3/4 FOR SHEATHING NAILED W/ 8d NAILS @ 6" £ $---' n 1� w o mo�nM 1 x 8 P.T. @.S,G.D. „ O.H. W/ (1) #5 DIA. REBAR & AND LATH WITH FINISH D.C. o � V)) N 3000 PSI CONCRETE SEE ELEV. " PRECAST "U" LINTEL N (TYP.) ALL SIDES / i . � OO ;/ o NERS FRAME FOR CDR- � HERS FOR NON LOAD a c m U m N E ------ u \OO SEE SCHEDULE N v n° v a BEARING SIDES NAILED ° « 00 d _ u w/ 16d NAILS @ 8" O.C. U N o0) 0 0 1 �7Y 0 /M / 1/2" x 8" J-BOLTS \ ® (1) CENTERED EA. (TYP•)4 COURSE HIGH A.F.F. c DAMS: HQ Ed= SIDE w/2"WASHERS i CMU BASE FILLED w/ CONC (TYP.) w/ (4) VERTICAL RENF w/ o NOTE: 44" MAX. SILL HGT. ON n FILL CELL-(1) #5 DIA. HOOKS INTO FTG & AT TOP FLORIDA CONTRACTORS LICENSE NO. CRC1330146 ALL BEDROOM WINDOWS. „ REBAR W/ 3000 PSI N CONC. ALL LOCATIONS OF COLUMN PLAN AI -Al °-�' v 3000 GULFBREEZE PARKWAY SHOWN ON FOUNDATION GULFBREEZE, FLORIDA 32563 N & FLOOR PLANS o, DIVISION LOCATION: u N r SIMPSON LSTA30 SEE FLOOR PLAN s PORT ST. LUCIE w/11-10d TO BEAM FOR BEAM SPEC. z ♦ Job Information; & TO FRAME BELOW JN VINYL FRAMED WINDOW W/ SCREEN WINDOW STOOL � a PER SPECS N PRECAST CONIC SILL N N ° O y PAPER BACKED FOIL R-4.1 O i INSULATION AT CMU BLOCK WALL V I I PER FBC AND ENERGY FORM EXTERIOR FINISH - I s SUBMITTED WITH PERMIT (SEE ELEVATIONS) a 7 = APPLICATION 1 x 2 P.T FURRING FTG. DOWEL #5 DIA. REBAR 17" IN CONCRETE - 25" d M 1 x 4 P.T. EXTEND (ACI 530) ABOVE BASE NAILER SIMPSON HETA20 E > VO SLAB. ALL LOCATIONS SHOWN w/10-10d TO COLUMN Al , Al BUILT-UP CORNER MIN (3) 2x4 o N L: U WOOD BASE ON FOUNDATION PLAN 4x4 POST w/ 2x4 UNDER POST m a)OR EACH END OF BEAM m U p °' SEE FOUNDATION PLAN FOR m J W � M o SLAB INFORMATION _ TOP OF SLAB NOTE: 2 X 4 P.T. PLATE ' o r^ r^ L2 7 7BOTTOM STRAPS MUST BE % u v J v I00 INSTALLED ON INSIDE OF a ♦ Model Name /Number; GRADE COLUMN. DO NOT BEND o STRAPS UNDER PLATE. ° 2169 PLACE STRAPS IN FILL ° Cy fug ' SEE PLAN FOR - RE -BAR QUANTITIES CELLS w/#5 REBAR . ;.-� 'r „ (TYP. COURSE HIGH CMU BASE m 'o VI Plan Issue Date: FILLEe ! w/ CNIC - SEE PLAN FOR DTOP ° YIL• SIZE. OP COLUMN BASE - Thursday, December 12, 2019 SEE PLAN 2'-0" AFF ♦ KA PROJECT NUMBER: SEE FOUNDATION m PLAN Y 19-7726 NOTE: DETAIL CD21 / S-2 MAY BE SUBSITUTED FOR THIS T m Sheet: S Z Of: DETAIL -UNLESS NOTED OTHERWISE " N WS01 TYPICAL WALL SECTION - 81r CMU 3/4"=V-D" L a CD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE N.T.S. TYPICAL FRAMING DETAILS DEC 31 01� U C N N YO U N C N At N Y 0 O N _N y�y G N 3 N N 6 N 5 �,EEEEEIEilPPP/P Tof-sre'r Q1 Ad En cm No 7864 E ": 34 N c a 0,TE C)F k Y y PROVIDE 2x4 ON TO 3 a "e • E OF 2x8 TO BLOCK OUT 2 ROWS 12d @ r"°>+,"c� r "��a� y+b v TOP PLATE ATTACH W/ 3" O.C. OUBLE 2x4 n`9®• r (J t /j�'" 'aa9 i 0 jPe:naf€esaa (2) 12d NAILS O.C. TOP PLATE (SOLID BLOCK w/ 2x6) r N m � 2x4 STUD PER PLAN 2x4 BEYOND AGAINST 2x8 STUDS OP SPLICE a NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OUBLE 2x8 TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. TOP PLATE v SIDE TYP. TOE NAILS 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 E * NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) 2x6 2x4 w/ 2 ROWS OF c � € ill N+ a W 12d NAILS @ 3" O.C. F w TOP PLATE TRANSITION y %-H Z € Uj « Z I,li PIPE OR DUCT w/ rOOUBLE 12d o ag N m' a N g a PENETRATION THRU TOP SPLICE �u f'` € _.�, LU Q € E LL B W TOP PLATE w/MORE offLLw VJ `vm�t n: w w THAN 50%OF TOP 2 ROWS 12d 10 �.g = `o.O1 a PLATE WIDTH INSTALL y && $ SIMPSON PSPN516Z s. Y m l F, z y� Ems m m o W/ (12) 16d NAILS TYP. 8 M/ Is$ aPS LU Q N M a a TOP & BOTT. 0 NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OTTOM SPLICEg ,1.1 OVER STUD FEE j TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. El SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ ,°- a WWW.FDSENG.COM ❑ (] (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO $ ////��,n� U TOP PLATE W 8d 2 1 2" x 0.131 NAILS m `` M * NOT REQ'D. WHEN QT SYSTEM IS APPLIED H W m o z O NOTE: y ^ ` Z .o a O PLATE LENGTHS MUST BE AT c W ¢ o LEAST 8'-0" LONG. TYPICAL WF17 TOP PLATE SPLICE DETAIL 3/a"=1'-0" _ z 0 o N cD a Y N N /■A,, 1U N F t W O C OD c V% mm N N W U NE OMo .� E y U c ,° shy II to r y 0 II 1" 1h' iVe * CRIPPLES MAY/MAY NOT BE PRESENT. m VERIFY HEADER ELEVATION 9 to DAMS HOMES Q 4 Q (2) 2 x 4 LAMINATIONS W/(1) ROW OF STAGGERED 10d (3) 2 X 4 LAMINATIONS W/ (21 ROWS OF STAGGERED 16d (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF STAGGERED 16d COMMON WIRE NAILS (D - 0.148", L- 3") OR EQUAL COMMON WIRE NAILS (ONE INTO EACH OUTSIDE FACE) COMMON WIRE NAILS (ONE INTO EACH OUTSIDE FACE) 6 " L— 3-1 2" OR EQUAL HEADER SUPPORT NO. OF JACKS STUDS OPENIS OPENING 2 X 4 WALL 2 X 6 WALL JACKS KINGS JACKS KINGS SIZE EA END EA END EA END EA END LESS THAN 4' 1) 2 (1 (2) >4' BUT <9' (2) (3) (2) (2) 1V-0" - 16' 3 4 3 4 HEADER ANCHOR NAILED TO TOP PLATES, c HEADER &JACK m FLORIDA CONTRACTORS LICENSE NO. CRC1330146 HEADER SIZE NO. & SIZE OF 3000 GULFBREEZE PARKWAY RAFTER TIES GULFBREEZE, FLORIDA 32563 & GRADE EACH END m SEE PLAN FOR (2) LSTA 30 s DIVISION LOCATION: BEAM SIZE PORT ST LUCIE (D = 0.162", L= 3-1/2 ) OR EQUAL (D = 0.1 2 / ) Job Information: NOTFC, 1) ADJACENT NAILS ARE DRNEN FROM 3) FOR 4PLY, PROVIDE 1/4"DIA. x 51/2" LAG OPPOSITE SIDES OF THE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3PLY) 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NOS SECTION 15.3 FOR 2X CRIPPLES @ 16" O.C. SEE SCHEDULE 2 THE THICKNESS OF THE LAST LAMINATION. ADDITIONAL INFO. W/ SIMPSON SP2 TYP. I e TOP AND BOTTOM I NAILS N.T.S. WF37 TYPICAL COLUMNS DETAILS STAGGERED STAGGEREDED @ 3 12" 0/C EACH FACE OR 3-ROWS 0 0) * WHEN STUD LENGTH IS LESS THAN 12" USE 12d NAILS STAGGERED m O LSTA30 STRAPS AT EACH @ 12" O/C FOR 2 x 10 a O STUD WRAPPED OVER OR GREATER HEADER TOP PLATE &NAILED m FOR OVERHANGS GREATER THAN ' : FILL 1ST. 4 COURSES TO HEADER EACH SIDE n Z , O `) 11/2" CONTACT FOR FOR :r.•, SOLID W/ GROUT. (NO FILL ALL HOLE5 IN DOUBLE 2 xLO a � O FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) •, STRAP R S.Y.P. HEADER W/ W � U v 1/2" FLITCH PLATE m a) Or)FILLING 10d NAILS @ HEADER. (U.N.OJ E2 \ tf �3 N 'ED AND BLOCKING AS REQUIRED FASTENED TO .2 7 ` U m 1-4 CL DOUBLE 2 x 4 m CRIPPLE STUD HEADER W/(2) ROWS M O J TYPICAL (U.N.O.) OF 12d @ 16" O/C UNLESS 2 'W'^^ '�'^^ CO u0- J M W V J v) NOTED OTHERWISE vi VTF.F. Model Name Number: In m 2 x 4 STUDS TYP. OVERHANG '�� "'� 2169 SIMPSON HTT4 W/(18) 16d NAILS & A 5/8" VI Plan issue Date: '. '. EXPANSION ANCHOR N , , • r W/ 6" EMBEDMENT U.N.O. Thursday, December 12, 2019 v.• • ti •:; ' �nF4 '{ STEP 1DOWN GARAGE d KA PROJECT NUMBER: ' ',� ' ' ' ' ' • a; OLD DOWN CONNECTIONS T. SOT. PLATE .1 19'7726 FOR OVERHANGS BETWEEN 5/8" TO 11/2" rNOT REQUIRED @BEARING NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ'DI WALLS WITHOUT UPLIFT n oSheet: S=3 Of: N �{/ L g 0 WF09 WALL HEADER DETAIL N"T"S" TYPICAL WALL DETAILS MS18 RETROFIT WALL OVERHANG DETAIL N.T.S. DEC 3 x01 TO BE LESS THAN OR EQUAL TO 45c I MINIMUM 2"x4" CROSS BRACING (SEE PLAN FOR LOCATION) (3) 12d PER JOINT BOTTOM CHORD BRACING 2"x4" MIN. r1301 I TYPICAL CROSS BRACING DETAIL N.T.S. PROVIDE 2X4 MIN. BLOCKING AT CENTER LINE OF HIP/RIDGE, TYP. BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D JACK TO PREVENT SHEATHING TRUSSES SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) ROOF (2) 12D NAILS SHEATHING AT 12" O.C. MAX SEE PLAN 2X4 BLOCKING BETWEEN �TTRUSSES iiL.lt�. A-G G.T ALTERNATE TO BLOCKING TRUCTURAL SHEATHING RIPPED 2X4 SYP #2 NAIL TO TOP CHORD OF HIPPED TRUSS W/ 12d NAILS @ 6" O.C. -7 HIP ,,......, r1303 I HIP / RIDGE BLOCKING DETAIL I N.T.S. *DIAGONAL SPACED AT 20'-0" O.C. MAX SAME SPACING AS BOTTOM CHORD LATERAL BRACING t CONTINUOUS LATERAL BRACING - NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS FOR NAILING r X-BRACING - 2x4 SPF OR SYP w/ (3) 12d @ EACH TRUSS WEB T802 1 TYPICAL CROSS BRACING DETAIL N.T.S. PRE-ENGINEERED VERLA TRUSS — I WOOD TRUSSES� AT LEAST ONE TRUSS MINIMUM (3) 12d PER JOINT MINIMUM 2"x4" SPF OR * SPACED AT 10'-0" MAX SYP TRUSS BRACING rB04 I TRUSS BRACING OVERLAP DETAIL (TYP) I N.T.S. TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/rP1.2014 (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 IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CS,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. S. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS VERTICAL SCAB 2X6 #: W/ (4) 12d TOP & DOT OR HCLR/LL IN PLACE REQUIRED @ RAFTERS B 2X4 BLOCKING BETWEEN TRUSSES W/ (2) 12d NAILS @ EACH END, CONT. EACH BAY ALTERNATING ��¢ BLOCKING —!� `C STRUCTURAL SHEATHING — SEE PLAN FOR CONNECTION- 10 2X4 P.T. BLOCKING BETWEEN TRUSSES W/ (2)12d NAILS @ EACH END WALL BELOW (SEE PLANS FOR TYPE) TYP. WOOD TRUSS BLOCKING @ RAISED HEEL DETAIL SEE SEE PLANS OUBLE TOP PLATE 2x STUD WALL SEE PLAN CONV. FRAMED RIDGE MAY BE NAILED w/ MIN. (4) 12d WHEN IT LANDS NEXT TO PRE-ENG. TRUSS-7 3 TO 4 TRUSS SECTION B-B 2X8 BLKING. NAILED @ EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) MTS12'S PRE-ENG. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP CHORD AT ALL HAND FRAMED AREAS TYP. 2X4 AS SHOWN ALTERNATE DIRECTION NAILS TRUSS TOP PLATE VERTICAL SCAB 2X6 42 SPF 48" O.C. W/ (4) 12d TOP & BOTTOM OR H5 OR HCLR/LL IN PLACE OF (4) 12d REQUIRED @ RAFTERS GREATER THAN 8'-0" COLLAR TIE EVERY 3rd RAFTER BEVEL CUTS (OPTIONAL) 2X4 SPF W/ (2) #7X3-1/2" WOOD SCREW EACH TRUSS OR H5 @ 48" O.C. DIAGICONT.AT WOOD .�. 2x8 42 SYP RIDGE BEAM AT 8'TRUSS MAX 2x6 RAFTERS @ T-O"O.C. MAX. w/ (3) 12d COMMON TOENAILS TO RIDGE BEAM W:TEEL 2X4 RAFTERS FOR SPANS LESS THAN 4 FT @ 2'-0" O.C. MAX W / (3) 10D NC. MASONRY COMMON TOE NAILS TO RIDGE BEAM 2XRING OR WOOD T&BCHORDA-A SUPPORT ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR (4) 12d NAILS SHEATHING DETAILS EA. END / / / / i 2X4 SPF BLOCKING @ 48' O.C. MAX.w/ 2X4 BRACE@ 4'.0" (3) 12d END NAILS EACH END ON CENTER / / 1/2" GAP J I �@ 4'-0' D.C. MAX. EXTERIOR INTERIOR 8" C.M.U. SEt PLAN FOR REINF. $1`\ QaNBLO �Tp�®��sf No 87064 �� o 04 * CV 1-4 S ATE OF ��: d S`+v E Onx e`�at`r0CVfitoa�o O rTeaeeaas I n; m a N s H-. uB `on Nto w W IN LO 00 ig� Z N �$� xJk aJx x �V � nry0, LL. 1L LL Bs .€ Z 1. a.ySO W in aVlom.p W ��p w g6,Z5auiw .dog Z cyva Z Z 0 w m`r� . Z vs2EmU M €a � LL Q na0- me < � B @Tav- W c�' ,§°-- T WWW.FDSENG.COM z MO Z N Mp Z M O QJ zL J , a Z i — ti 'm w E� E a\ I U — N L_-UO& _. OC m (n 7 N M F b➢M U 04 E W —0 0OD li DAMS HOMES i FLORIDA CONTRACTORS LICENSE NO. CRCIS30146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 i DIVISION LOCATION: PORT ST. LUCIE ffV Job Information: a > ryo M m O y a o i N A c Z t' < t W V 0 rn F E \ a '? — N m o m / Z `4 CV L COra.+ d U OO _3 W Z:)00 JCOU)W LOL Ui VI Model Name / Number: N 2169 oVI Plan Issue Date: Thursday, December 12, 2019 a KA PROJECT NUMBER: r 19-7726 a rn Sheet: SA Of: N r1806 I BLOCKING AND CONVENTIONAL FRAME DETAILS I N.T.S. TB14 I NON -BEARING EXTERIOR CMU WALL N.T.s. ROOF FRAMING U AND BRACING DETAILS 1EC 312019 0 THERMA-TRU INSTALLATION KEY DIFFERENCES CHECK LIST Rough openings are 1/411 smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. by centering Be certain of the number and placement of all screws securing the frame Cermintwo w1 ruu ou aterpr°ofng ingle to the rough opening buck. Consult the architect or engineer of record nderlavment or concerning fastening the buck to the rest of the building structure. °°"agent dire to /j CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT 11 not hell within Embed each shah OPENING SIDES AND HEADER. '6 a in a2" valley centerlinein serge of asplh ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE raging �menl. , 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS Cute' SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE ao"gre°aaynmmaa DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM N �IR e. OF 1 1/4" EMBEDMENT INTO THE MASONRY JAMBS, jil SPA EVE 6" 6" 6" 6" SINGLE DOOR 1.9 SINGLE DOOR W SIDELITE .n Ro 3" 00 3" 3„ 3,r 3" 3" f ;" I I 3„ 3" 3" 3' 3„ 6' 6 DOUBLE DOOR W/ SIDELITES DA /E V 6, SPACE --VENLY 3" 6 SINGLE DOOR W/ SIDELITES DOUBLE DOOR N SPACE EVENLY aol01 P Save 7" NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. DO- / O U°dedayl"gA` 1 ��Oaesa A+Y, Oo°kse akd G°urge _•ham ' valley centerline- SHINGLE INSTALLATION GUIDE 297 ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY TEXTURED, PAINTED BEHIND FLASHING LOCATIONS EXTER. WALL RNISH AND EXTENDING MINIMUM OF 6" ABOVE 6" X 6" H GALV. VERTICAL RISE OF FLASHING AVERTICAL WALL FLASHING CONT. AT NNEEWALL T ENTRY PIASTER STO SEALANT ROOF SHINGLES FLASHING DETAILS NOTE: THIS DETAIL IS REQUIRED e AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET ,/ KNEEWALL INTERSECTION INSTALLATION OF BU 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. :l INSTALLATION OF WINDOW ATTACH M ENT N.T.S BUCK STRIPS - 1x4 (DEPTH OF WDW. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT & SCREW W/3/16" x 2 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW THRU THE W'DOW FRAME INTO MASONRY JAMB MIN. 4" FROM END AND MIN. 16" C.C. EXT. FINISH no Ede OF 31n (76cm , EAVE DRIP EDGES SHALL EXTEND %in BELOW SHEATHING AND EXTEND BACK ON THE ROOF MINIMUM OF 21n. DRIP EDGE AT EAVES SHALL BE PERMITTED TO BE INSTALLED EITHER OVER OR UNDER THE UNDERIAYMENT. IF INSTALLED OVER THE UNDERLAYMENT, THERE SHALL BE A MINIMUM 41n WIDTH OF ROOF CEMENT INSTALLED OVER THE DRIP EDGE FLANGE. DRIP EDGE SHALL BE MECHANICALLY FASTENED A MAXIMUM OF 121n ON CENTER WHERE tHE wood AS DETERMINED IN ACCORANCE WITH SECTION R301.2.1.3 IS 110 MPH (17T RM/1) OR GREATER OR THE MEAN ROOF HEIGHT EXCEEDS 33 FEET (10,058 ram), DRIP EDGES SHALL BE MECHANICALLY FASTENED A MAXIMUM OF 41NCHES ON CENTER 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. BLOCK LINTEL 1/2" DRYWALL SHIM SPACE DRIP EDGE WINDOW SEALANT GENERAL CONTRACTOR TO COORIDATE BACK OF JAMB SPACING AND SIZE OF TAPCONS W/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S 21X WOOD FRAME — BY OTHERS SHEATHING -- Bv OTHERS CAULK BETWEEN — FIN &SHEATHING EXTERIOR — FINISH BY OTHERS PERIMETER CAULK BY OTHERS O.A. WINDOW HEIGHT EXTERIOA 11/2"MIN. EMBEDMENT 08 WOOD 6CREIIJ E....- 6 F 1111 ®Ja- iblli —' - ir�alla�'SHrilill TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S L_��.,^ insfallOdon instructions Ror AII. Filled Windows With Mountl Fin,�j,�J( Includes an of the folbwtrg series: Hy-Lite !te 62S / S25 / AZ15 / FL13 / AZ30 / FL30 / V1500 / V15e0 / V300 / V390 VT200 I VT280 11011112000 O g2080 Prestige 662 1 P e 692 f 1H10 Madmum fastaner Spadig (oats; Head am sill) 4-1.- a" fir_. y'i F �" .:.�..._ 6" ._ ^I�.ol WMI Framing: a2 SprumlPinelf it slllmne On Bette,Semis I.. ores ' Sa2we eneanhtm PpmatradanMeenting Mn- Craass section V iew "'. - 1 view•4 Fluid 7Mrhdfv L. Afte. _.__.-D 'ir � silim. EiAarbr SNeatKrg __ sous., we sllonptyrerommend MG use o/17ssh/ng -IWM Aligelyffill W. 4000 el//pans as 810101 /n.957MP1177-0I. Hermann, "W fo Pavelmn 14rotas and!010109ffPW, /lh/R&up to Me end user to dI emOj s lay pro ff ANxa/atbm oflh4m Items ,.. .•. .' o-L,,�1 ...-,BeFdr nle An9 i.1 sndrev, IT, bubbewrzF Type pealed back for lL11eKH01, bug please, stick the w:aP to PO.Oc2 tit blocks Trom s at ,,, ant LR e a^'•oya ante w nsGLkbPn U complete. steel faeasme to be suretpe operwg is3/8.0l/T engerthan tlrewndow are both wrtr4gyad hormonal, You main wks ro Pred411 tlhe irhstallatidn kites N die fin atlgs hme f/M /16'GSM I/R /M.W7 da drBnel Rep2 Apply a generous bead of slimae to the bad.Gtle of the mounting On. Use enough samne to aMklerdy fig all wads bermen de On and the wall sheathing. Step Irss[tlse widow imo the opening from the outside. The wgMow a lebeed 'Inside and'exisk ,but+ Case labels Hare been removed, ant glang bind should always be to die Ins ,a the building Step 4 Irpall skims umer the sill, mhathg dram until die ant 6 plumb in sm opening, SRI should, m YsWkd antler Me sip aw, 2 feet. The window should be basmully ren@red In the opening w+h no, more dean 1/4" gap between the window and wall framing, SUP 5 Irsdnli a 410 x 14/3' slaw Ffrom the comer, of the fin at sotlh end a sire head, sill ant both probe, Step IrwWl tlw remalnirg fasamws in y"Inaerwnia from tg comer screws to Ne cents Beath tame membt. Usecesnotiri tighten the Screws and Pull them the On. Also, oaks sure the senses go in stra kit and do rot cause the same to bow, Wag Ranting should be a nenfirum of *2 SprusudPirwJRr. Remaisshould be,#10 screws of suMdet length Wachieve 1-3/8' Penetration into the wall and no less than ly2'from edge of Fastener quantities needed in sadh Side of frame to amleve On spacing L of Rime Member 10' 1a" 2a' W4Y 5o" Sa" 66, 74' NumberaFaRsrera 1 a 1 4 1 5 1 e 1 7 1 a 1 a 301 11 1 22 1 11 7 Reroow excess sincere our tom around the fin and Inspect for roles m molds. Use sirens W nl any worlds. Rep 8 Udesired, a foam IIHuWtlw can be applied In the Intem gap between IN wedwv and will mining. If appfietl, tlos mtiaY old sire NON Z*ANDP 1' ➢F ,i AN. Rep 9 Sine these windows are typically used In memo with high mdsture im beWDoms, it b remmmerhtled that the Idaiw gap between the window and wall framing also be sealed wen silicone ant Coded so as rout fo mWera with the irctalbton of wallboard, the Or Mm. Rep SO Once all constuNon is complete, rarnew am Wide wrap Ran the Inside and outside of re wYxbw. If necessary,. dean the seeks sign a old detargei and warm water using a rot ddh. Failure to follow these procedures will void any and all warranties. Product Approval Submittal Affidavit Building Address: Contractor: Building Permit: Product Design Pressures Manufacture Model # Attachment Method Approval # Roofing: 1st Choice DADE COUNTY APP. IKO IndLtd ustrues, Cambridge g AR NAIL SHINGLES W 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. FL7006.1 R-10 W/ 3/8" MIN PENETRATION THRU SHEATHING ROOFING VENTS: Florida Metal FLAMCO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, Products Inc. "Off-r'd a vent" 1 1" FROM EDGED.C. TYPICAL MAX. FL21580.1 R-1 ROOFING UNDERLAYMENT: 1st Choice WOODLAND TYPE 11 UNDERLAYMENTS-HVHZ UNDERLAYMENT SHALL BE APPLIED AND FL15216 - R3 INDUSTR ES INC#30 ASPHALT -SAT RATED ORGANIC FELT ATTACHED IN ACCORDANCE WITH R905.1.1 FL17206.1 2nd Choicel I Overhead Garage Doors: 1st Choice +30.0/-30.0 CLOPAY 73W6 16 x 7 2"x6" P.T. WOOD JAMB WITH (5) 1/2" DIA. x 8" "J" BOLTS FL16546.1 2nd Choice +30.0/-32.0 CLOPAY $ W6 FL15279.36 Swing Doors: 1st Choice +67.0/-67.0 THERMAT U-CORP. FIBERGLASS DOOR GLAZED INSWING 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS AND " D.C.THEREAFTER.THE DOOR FRAME SHALL FL20461.1 2nd Choice / +67.0 -67.0FIRERGLASS THERMATRU-CORP. FLUSH FL.20461.19 OR OUTSWING ATTACHED BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM FL20461.2 TOP & BOTTOM OF INTERSECTIONS AND MIN, 16" O.C. THEREAFTER. (TYPICAL ALL 4 SIDES) Siding: Choice +0/ -146,3 The Tapeo Group pS 7" Sta FASTERNERS ARE GALVANIZED STEEL ROOFING1st Shakes0" 7eredINNSTALLAITON 11f" LONG WITH 1/8" DIA. SHANKS & 3/8" DIA. HEADSFL20403.17 O.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL Choice N.A. N.A. N.A. LL BE BEYOND WALL DRESSING Windows: 1st Choice +401 MI WINDOWS 3640 SERIES Single Hung (fin) SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN. 11A" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS OF FFIINS]EN TION THROUGVIDE BUCK USE #8 WOOD SC EW OFBUCK. 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 11h" INCH MINIMUM EMBEDMENT FL18644.3 R3 IN WOOD SUBSTRATE. Mullions: 1st Choice M-1926 MI WINDOWS Vertical I FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE FL 18504.1 Mullion 3/16- TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 11/4 Horizontal FL 15804.2 M-1926 MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM cal' EDGE DISTANCE Fixed Glass: 1st Choice +50.0/-50.0 L 625 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR FL18644.3 R-3 WINDOWS WITH MIN. 11A" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD 2nd Choice BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. 3rd Choice Soffit: 1st ChoiceFIT +55.0/-35.0 KAYCAN LTD 8" BEADED VINYI I 11/2" NAILS 10" O.T O. IN DIRECTION OF FL16503.4 R-3 Hurricane Panels: 1st Choice 46 PSF EXT/ HURRICANE STORM GaN24"anGa.izetl DIRECT MOUNT. TOP s/y"-20 MALE PANELMATE W/ FL16293.1 46 PSF INT. PANEL MF( INC. Steel Storm WINGNUTS AT 12'h" O.C. BOTTOM 14"-20 SIDEWALK Panels BOLT w/ POWERS CALK -IN I have reviewed the above components of cladding and have approved their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: FI. # 56126 Name: TODD M. BORN Certification Number: FI. # 82126 Name: Luis Pablo Torres Certification Number: FI. # 87864 LO pBI Td�r,�� `♦♦♦♦`Q No 864 w e - •. * "' cli* 1A �t STA E OF <L: E �'oS;�NA'n`t�`♦♦ G p I i I 7 L N ' o - ID t0 It ,qg� L' �L.mg- kit N LD a -all � cH c as!A•� 00 Z N a' 'g -D -D-D pj e gi 0'{N J U- J Eck+' Z WmNn°' LLLLLL ymmd bra LL, Oil c` a Q. w 'iW V=_§a u jigsa <"3dZ C r as g mmo 0 F. `w.e Zv,2 Eoroa-GOW GOmO you Z Nm,_ m 44 IaV M 'EQ Q arc Na i5 y NL_ .25 f..fit; I° -a Cg w� /\/��WW1JW.FDSENG.COM ❑ ❑ ❑ W O N Z r- CD w N O z a a o V/ Z z o �� a � w r O E 0 uua to c in ((mil In I- m tg �� l- =D a) --- - -- U m N E W 00 .0 'Ijl/ W — 5 00 °' 0 = ran V c 0) d oD I'_Qim FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 I PORT ST. LUCIE I IVI Job Information: M� c 0 3 z LIJ 0 US CL t- Y M 6z ,,-1 N L0 i U a V iu QJLU m do o U, JmW(n VI Model Name / Number: 2169 VI Plan Issue Date: Thursday, December 12, 2019 KA PROJECT NUMBER: 19-7726 Sheet: ^ _ ^ Of: REFERENCE INFO (PSL) npr 641 xtit MECHANICALLY FASTEN AS FOLD UP WEATHER FLASHING REQUIREMENTS NECESSARY IN CORNERS THROUGH � RESISTIVE BARRIER& WEATHER RESISTIVE THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS SELF -ADHERED FLASHING TEMPORARILY SECURE BARRIER DOOR ROUGH OPENING TO BE USED. R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior - WEATHER - / RESISITIVE WINDOW UNIT wall envelope shall include flashing as described In Section R703.4. A water -resistive barrier Is described as a " BARRIER WOOD FRAME CONSTR. material behind an exterior wall covering that Is Intended to resist liquid water that has penetrated behind the exterior TAPE '� EXTERIOR SELF -ADHERED FLASHING 3/4"-1" BEAD OF CONSTR. SLOPE covering from further intruding Into the exterior wall assembly. An exterior wall covering Is described as a material or SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER 0.3 in : 12.0 in SELF -ADHERED FLASHING assembly of materials applied on the exterior side of exterior walls for the purpose of providing a weathemesistive OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN (0.6 cm: 30.5 cm) barrier, Insulation, or for aesthetics, including but not limited to, veneers, siding, exterior Insulation and finish systems, U WALL BY 61N. UP JAMB 6". USE LIQUID NAIL BRAND architectural trim and embellishments such as cornices, soffits, and fascias. OR EQUAL WEATHER PROOF CAULKINGLIS SELF -ADHERED FLASHING PRODUCTS DETAILS R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 \WEATHER SELF -ADHERED FLASHING EXTERIOR for Type i felt or other approved water-eisisttve barrier shall be applied over studs or sheathing of all exterior walls. Such RESISITIVE CEMT. FIN. TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 Inches g BARRIER SEAL TOPS OF JOISTS 1I' ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 (51 mm). Where joints occur, felt shall be lapped not less than 6 Inches (152 mm). The felt or other approved material UNDER DECKING SUBFLOOR shall be continuous to the top of walls and terminated at penetrations and building appendages In a manner to meet the 16 (SEE DETAIL wpo7) requirements of the exterior wall envelope as described In Section R703.1. SELF -ADHERED FLASHING WIRE LATH R703.7.3 Water -resistive barriers shall be Installed as required in Section R703.2 and, where applied over wood -based HEAD FLASHING TIE-IN INSTRUXTIONS: sheathing, shall Include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of = 1. Cut, fold up & temporarily secure weather RIM JOIST R Detail Instructions Grade D paper. The Individual layers shall be Installed independently such that each layer provides a separate m resistive barrier above header to allow for flashing installation Refer t0 the number marked as ®in each detail that corresponds to the continuous plane and any flashing (Installed in accordance with Section R703.4) Intended to drain to the water -resistive 2. Self -adhered Flashing plus head flashing under weather resistive barrier BUILDING numbered Items In the list of Instructions below: barrier Is directed between the layers. Y t 3. Fold weather resistive barrier beck over head flashing and t PAPER 1. Install self -adhered flashing -n order as shown by numbers oException: Where the water -resistive barrier that Is applied over wood -based sheathing has a water resistance equal to seal with tape 2 O 2. Install flashing and weather resistive barrier to form water shedding laps or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially h ((��77V//11 2 3. Self -adhered flashing can be substituted for building paper nonwaterabsorbing layer or designed drainage space. '€ 4. Split the release paper using the ripcord (Split release on demand, Scale: NTS R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of = SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING embedded in the adhesive layer) - for ease of installation and to minimize water Into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes FLANGED WINDOW 1WP0 1 EXTERIOR DOOR WITH DECK - SECTION A IWPO2 CEMT. FINISH SILL/ POTSHELF/CHIMNEY SHOULDER W P 03 scoring cuts used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the 3 FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER 5. Remove all release paper per standard installation instructions and building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint d adhere to substrate using a square piece of flashing material (6" x 6" expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. x Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the EXTERIOR SHEATHING RUBBERIZED RUBBERIZED ASPHALT Minimum) EXTERIOR SHEATHING 3/4"-l" BEAD OF CONSTR. INSTALL SELF -ADHERED ASPHALT ADHESIVE surface of the exterior wall finish. Approved corrosion resistant flashings shall be Installed at the following locations: £ ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD 6. Fold as shown by arrows 5 THRESHOLD OF DOOR AND RETURN FLASHING, SEE ADHESIVE SELF -ADHERED FLASHING 7. Angle of comer may vary, adjust folding of the flashing accordingly t0 fit 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the r REFER TO TECHNICAL UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW tight to comer exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. 3 OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WPOI) g Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings - rn LETTER ON CHEMICAL 8. Mechanically fasten as necessary shall be installed in accordance with one or more of the following: COMPATIBILITY SCORED g: ' RELEASE PAPER E N 1.1 The fenestration manufacturer's Installation and flashing Instructions, or for applications not addressed In the = SELF -ADHERED SELF -ADHERED FLASHING, w • (BEFORE FOLDING, SCORE fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where =_ FLASHING EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE ADHESIVE Aa aHOVlN) flashing Instructions or details are not provided, pan flashing shall be Installed at the sill of exterior window and T VERTICALLY FROM door openings. Pan flash) shall be sealed or sloped In such a manner as to direct water to the surface of the 3 BOTTOM OF Ire F>s- flashing p THRESHOLD exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall E MECHANICALLY FASTEN AS Incorporate flashing or protection at the head and sides. Z O SECTION -A NECESSARY IN CORNERS THROUGH `$ O 1.2. In accordance with the flashingd = T (SEE DETAIL WP02) SELF -ADHERED FLASHING 1.3. In accordance with other approvedsmnthethod of a registered design professional. a SELF -ADHERED A..., 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or Z FLASHING FMA/AAMA/WDMA 400. 2 SELF -ADHERED FLASHING 2. At the Intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both o 5 NAILING FLANGE 1 sides under stucco copings. a 4 3. Under and at the ends of masonry, wood or metal copings and sills. ti DO NOT FLASH OVER 2 SEAL TOPS OF JOISTS 6 c m BOTTOM NAILING 8 UNDER DECKING 7 4. Continuously above all projecting wood trim. E V » _ FLANGE (SEE DETAIL WP07) 2 m v S. Where exterior =" w N `D porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. m SE � go m I OD r- 6. At wall and roof Intersections. o .� B E a x x � N � � � # SELF-ADHERED00 HALF ROUND WINDOW FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING ° $ `9 Z W � m W P 04 EXTERIOR DOOR WITH DECK W P 05 INSIDE CORNER W P OO 7. At buiRan gutters. mTR g e Q y e m o SELF -ADHERED FLASHING W DECK PROTECTOR v 3 rg O ~ o: SHEATHING ayi gPos"ya N�c;K G: O a r m O p~ t 7/8" Cement Plaster 7/8" Cement Plaster ; g a 3 x° Z E_ m 2 a r to accordance with _ x eLL LLI D U J 0 c'€a Q pa_ a O ASTMC926 in accordance with L s U o 3 SELF -ADHERED ASTMC926 0 ,a " FLASHING PATCH - Felt backed metal _ s « w wvw, osENc.coM 000 SELF -ADHERED FLASHING Felt banked metal o lathe in accordance lathe in accordance E 07 ti yf DECK PROTECTOR with ASTMC1063 with ASTMC1063 ; ? N o Building Paper Building Paper er t z o 1 a� 7/16" O.S.B. ', 7/16" O.S.B. � � -� a: I� I DOUBLE sheathing sheathing o s SINGLE JOIST ! ,' ' = Z °• / JOIST SELF -ADHERED FLASHING -- - ' . ,. Metal eep top edge Ln (g K /�. SELF -ADHERED FLASHING ' Flashing of weep screed N � 2 below top of C1 2 3 1/2" block d /^' 1•- s 3° MIN Unperforated V e W V 4 Flange 7/8" Vulcum N � c m O WScauk bottom 5 joint creed N F - � int only a Y r6 = m Maintain U = E Bottom of Metal Flashing H t Do $ SELF -ADHERED 6JOIST FLASHING % SELF -ADHERED FLASHING APPLY A LIQUID FLASHING TO THE MASONRY OPENING (HEAD, JAMB, SILL) IN Weep Screed Flan a/7/8Wee Unperforated � ' = N ° 0 W P 0/ OUTSIDE CORNER W P 0 8 ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE W P 09 1 1/2" to 2" g p Screed y U m o 0 �, Q INSTALLATION OF THE BUCK/RECEPTOR. Above ROOF _' Q rn o .2 Sheathing 1/2" Cementitious m Q m Decorative Finish = DAMS HOMES o • • o, All inside and EXTERIOR WINDOW UNIT outside comer will «FLORIDA CONTRACTORS LICENSE NO. CRO1330146 ° need to caulked miter = 3000 GULFBREEZE PARKWAY CEMT. FIN. cut and caulked all H GULFBREEZE FLORIDA 32563 Cement Plaster = BUILDING PAPER SLOPE SLOPE in accordance buttjointsneed to @ r 0.3 in : 12.0 in SLOPE with ASTMC926 °' ° becaulked using i5 DIVISION LOCATION: 0.3 in: 12.0 in (05 cm) 0.3 in: 12.0 in over wood 2nd .6 cm : 30.Vulcum caulk for all ~ (0.6 cm : 30.5 cm) (0.6 cm : 30.5 cm) floor PORT ST. LUCIE m Job Information: N " SELF -ADHERED FLASHING WIRE LATH a SELF -ADHERED FLASHING EXTERIOR " N CEMT. FIN. BUILDING PAPER m o WIRE LATH o O 1/2" Cement �o d co FLASHING Plaster Finish P U Omi WIRE LATH Block @UJ T a) M 2 1/2" Perforated ~ a "0• Flange 1/2" Wee o : c BUILDING PAPER 9 P V > N .. o w o BUILDING PAPER o, m Z `i 'Cement Screed 0 0 4) Plaster a Q _J LLI Z) o _ ~ � m over block V o t EXTERIOR 1st floor N J m 00 WINDOW UNIT CEMT. FIN. Install bottom a Slab edge of weep oV Model Name / Number: screed 1" below 2169 finish floor Plan Issue Date: N a Thursday, December OPTIONAL DETAIL2 g 2 Note: S KA PROJECT NUMBER: The building paper and metal lath 19-7726 musING t be installed over the to of /� WEEP SCREED DETAIL m Sheet: Of: CEMT FINISHRWINDOWHHEAD FWP 10 CEMT FIDNISH WIN OW SILL W P 11 CEMT. FINISH SH PARAPETHWALL W P 12 the weep screed. p SCALE: NOT TO SCALE W P r a WATERPROOF DETAILS qEC o L�1 LOAD CALC!j IT ONS COOLING GREATER THAN HEATING GENERAL LIGHTING 8e RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 2,166 x 3 = 6,498 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 10DO WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 50DO DISHWASHER 1500 DISPOSAL S00 SMALL APPLIANCE CIRCUITS (3) 45DO BATH FANS 1GO WATTS EACH 400 GEN UGHT'G & RECEPT. +APP. CIR. = 35,048 SUBTRACT 100 % OF FIRST 10,000 -10,000 A- 25,048 NVAC CIRCUITS A/C ( AIR HANDLER & CDMP.) 10,000 A/C (AUXiUARY HEAT STRIP) 10,000 B- 20,000 c��c��cuLATIOS FIRST 10,000 AMPS 0 100% =10,OW FAN ° °i, +40%OF "A" _ (ADx 25,048)=10,019 W/ LIGHT + 10096 OF'W = (20,000) - 20.000 TOTAL WATTAGE=40,019 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS. ASSUMED EDGE OF WALL t M 20 WALL _ I I CYIi (FLOOR TO CEILINGS I I 28" 1 1 USE 2 RED HEADS TO ANCHOR WALL FM24.1 ALTERNATIVE PROTECTION BARRIER NT-S. GFT a ;,a us ------- - ------ T1--------`-- --- ------------- OPT. C�`a AN f FAN FA W/LIGHT 4\ 1^r W/ LIGHTWP GFI ------------ ' - -- FAN IS W/ LIGHT , I - GFI � '.'�' ` 1 1 II J 1 FOR HOOD FOR OW 1I ! I I -------------------- `- ---------------------- 6--fl WHEN EVER POSSIBLE CHI fl ' W'✓ " �� ^ ;<i �" PER f LOCATION IN — 1 PI D J` I / P e _ _ _ - — P*3 r.. f ____ W.H. 0 42' Amy E7.€OTRtc 1 r F REQ'D SY CODE , j1 11 11 {1 1 {I ' 042"di di Ih FOR GARAGE DOOR OPENER — .----------------------..-------.._-_--.--_-___----_y - 1 ; r DB 1 WPn: ill 1 iil Y 1 1 1 T '. •"�'� 0l w I m COACH LIGHT ' --' COACH LIGHT PLACE COLUMN COACH LIGHT COACH LIGHT COACH LIGHTS ON WALL BEHIND WHEN CRAFTSMAN ELEV IS USED Iabv n 71 C,� =� FAIN PREWIRE t _ I.71 I xx,zx8 f yo � FMA "400, mffla. Ise.. gZ.K(oX-7 1 I i °K FAN A'r2�' PRMNIRIF + I hi ELECTRICAL PLAN SCALE: 1t4"�'0" ELEVATION "C & CR" ELECTRICAL NOTES. UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO SE: 16- AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERUNE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC COOS, LATEST EDITION, AND Bth EDITION FSCR, ELECTRICAL CHAPTER 34 THRU 43, AND BY A UCENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE 1N ACCORDANCE WTFH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 217 6, PROVIDE AFOIs (ARO FAULT INTERRUPTERS) COMBINATION TYPE .INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT IN ALL DWELLING UNIT PER Sth 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 WALL 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 THEAPPUCABLE UL STANDARD. 9. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 10. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 11. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 12. ALL DOORS AND WINDOWS PROMOING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2017 THAT HAS A MINIMUM SOUND PRESSURE RATING OF 85 d5A AT 10 FEET, AND EITHER HARDWIRED OR OF THE PUIGIN TYPE. THE EXIT ALARM SHALL PRODUCE A CONTINUOUS AUDIBLE WARNING WHEN THE DOOR OR WINDOW ARE OPENED. 13. G 1 PROTECTION TO RECEPTACLES 1N KITCHENS LAUNDRY ROOMS ADD FC MS AND UTIUIY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' IF THE OUTSIDE EDGE OFA SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE, RECEPTACLES OUTLESTS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24'. THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THE 12' FOR STRAIGHT COUNTER TOPS AND 1S' FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. PER 6th EDITION FBC-R E3902.6 14. IN ALL AREAS SPECIFIED IN N.E.C. 210.52 AND IN BID EDITION FBCR E3901, ALL 125 VOLT, 15 AND 20 AMPERE RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. PER Sth EDITION FBCR E4002.14 AND NEC 406.12(A) 15. RECEPTACLE OUTLET IN GARAGE FOR GARAGE DOOR OPENER TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI). 15. ALL PERMANENT INTERIOR AND EXTERIOR LIGHT FIXTURES TO BE 1001%CFL BULBS ELECTRICAL LEGEND SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR C T $3 THREE-WAY SWITCH FLOODOOD LIGHT t4 FOUR-WAY SWITCH $DM DIMMER SWITCH FLUORESCENT LIGHTING -tY}- CEILING MOUNTED FIXTURE -a- 0 n U n TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT_ '2T5 DOOR BELL CHIMES WP WATER PROOF W/ GROUND FAULT 220 VOLT OUTLET O— DOOR BELL ® SPECIAL SERVICES OUTLET DISP q DISPOSAL ` T,V. CABLE OUTLET L 1 DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® L.E.D. DISC LIGHT � JUNCTION Box WATER PROOF RECESSED LIGHTING TQ THERMOSTAT BATH FAN Q LOW VOLTAGE LIGHTING { BATH FAN W/ LIGHT 1 C INTERCOM SYSTEM Y go GARAGE DOOR PUSH BUTTON OPTIONALOVERI-EAD SERVICE VERIFY FINAL AMPS NEEDED SANIEAS UNDERGROUND PATH ELECTRICAL CONTRACTOR 160 OR 200 AMP BERVICE 150=#e COPPER OR210 ALUMN. 2W = DO COPPER OR"ALUMN, IN2"CONDUIT METER MAIN ISCONNECT 150 OR A1C OLSCONNECT UNDERGROUND 2WA.MP SERVICE POWER O N 14 COPPER TO LIGHTS AND OUTLETS WP ELECTRICAL /12 COPPER TO APPLIANCES AND GFI PANEL N W COPPER TO WATER HEATER # e COPPER TO RANGE INTERSYBTEMY d8 TO HVAC BONDING TERMINATION S4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD W MIN, B' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T,S. ELECTRICAL MATERIAL AND INSTALLATION$ SHALL COMPLY WITH APPLICABLE PROVISIONSAS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. g c CU z a g is �g M1� Ko �c c—� /�'� O V U) M a _j LyU —) a N® I.L IL LL I— ® LLI c) r0 U J J ®mow LL. U) �— a R Q Lo 0 c Builder: d 1�p IIJII C rW� V z C6 ® Z) LAJ �.t N Q� —j 7 W LL LU o vI LoIn i zg LL en (D 3 in T �b Infodnatlon; ILL 0 I-- W �) W U/ W ReNalons: 1 YV 2 3 Model Name / Number, 2169 Plan I�ue Date: Thursday, June 6, 2019 VI KA PROJECT NUMBER: 19-4061 Stmet: /B Of: ELECTRICAL PLAN