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HomeMy WebLinkAboutBuilding PlansTERMITE SPECIFICATIONS: R318.1 TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE TREATMENT TO NEW CONSTRUCTION SEE SECTION 202 PROTECTION LABELED FOR USE AS A PREVENTATIVE TR M ( REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS. ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." 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 APPLIED TO ALL FRAME MEMBERS WITHIN24" 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 LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS EXPANDED METAL OR R703.7.2 PLASTER. PLASTERING W/ PORTLAND CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHEN APPLIED OVER METAL LATH OR WIRE LATH AND SHALL BE NOT LESS THAN TWO COATS WHEN APPLIED OVER MASONRY, CONCRETE R703.7.3 WATER -RESISTIVE BARRIERS. WATER -RESISTIVE. BARRIERS SHALL BE INSTALLED WHERE CEMENT PLASTER (STUCCO) IS TO BE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. THE BARRIERS SHALL CONSIST OF ONE OF THE FOLLOWING. 1. TWO LAYERS OF AN APPROVED WATER RESISTANT BARRIER MATERIAL IN ACCORDANCE WITH. R703.2. 2. ONE LAYER OF AN APPROVED WATER -RESISTIVE BARRIER (PAPERBACKED STUCCO LATH) OVER AN APPROVED SYNTHETIC HOUSE WRAP. R703.4 FLASHING. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. FLASHING SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. EXTERIOR WINDOW/DOOR OPENINGS. • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTIONS WITH FRAME WALLS. • UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. • AT WALL AND ROOF INTERSECTIONS • AT BUILT-IN GUTTERS. MASTER REVISIONS DATE I DESCRIPTION STRUCTURAL NOTES: CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5" PLUS OR MINUS 1 AND HAVE 2 TO 5% AIR ENTRAINMENT,T AND A MAXIMUM M M WA ER CEMENT RATIO OF 0.63. 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS EN L TOP C OUS ENDS OF AL 0 BARS OF BEAMS. 3. HORIZONTAL FOOTING B N NG 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.11/2" TO FORM U.N.O. 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LBS OF FIBER PER CUBIC YARD. 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM A615/ A615M GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON 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 BY 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. 1`303.4.1 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 2500P.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�HORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 9. TYPICAL FILLED CELL REIN RCING 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, (LE 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 HSS2 STUD SHOES,TYP., U.N.O. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. 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 AC GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. WALL SHEATHING: 7/16" STRUCTURAL I OSB EXPOSURE 1 OR 15/32" RATED OSB EXPOSURE 1 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 TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER STRUCTURAL PLAN 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS -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 DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, 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. B. 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 PLANS FOR MORE INFO. STRUCTURAL DESIGN CRITERIA CODE CRITERIA FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL FLORIDA FIRE PREVENTION CODE 6TH EDITION 2017 FLORIDA BUILDING CODE ACCESSIBILITY 6TH EDITI N 2 17 6 0 0 NFPA 70-14, NATIONAL ELECTRICAL CODES (NEC 2014) & 6TH FBCR Ch. 34-43 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318-14) SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301-10). BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 53043) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2015 EDITION WOOD FRAMED CONSTRUCTION MANUAL 2015 EDITION APA PLYWOOD DESIGN SPECIFICATION 2012 EDITION AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE/SEI 7-10 ALUMINUM DESIGN MANUAL- 2015 EDITION 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. 2. ALL. WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE 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 SHINGLE METAL TILE HEAVY ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) TOP CHORD LL 20 20 20 20 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 0 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 APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. f. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY. APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. WIND LOADING CRITERIA .WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY It BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED. INTERNAL PRESSURE COEFFICIENT +/- 0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY. HOME IS 15FT, AND FOR STORY HOME IS 3OFT 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 ® O5 W 27.6 (+) 27.6 10 (-) 29.9 (-) 37.0 (+) 26.5 (+) 26.5 20 (-) 28.8 0 34.4 O 50 (+) 24.8 (+) 24.8 q (•) 27A (•) 31.1 © 0 YYY (+) 23.4 (+) 23.4 100 (-) 25.7 (-) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x 7'-0" 16'-0" x T-0" (-) 51.3 (+) 24.3 (+) 23.3 (-) 27.5 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 PRESSURES SHT NO:I TITLE 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS S-4 DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS P-1 OPTIONAL PORCH M-1 I HVAC FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: 1. MISSED "1" BOLTS FOR WOOD BEARING WALLS MAY LL A BE SUBSTITUTED WITH 1 2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY / 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. It i s the Intent of Designer/Engineer listed In the titleblock of these ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2".TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. documents that these documents be accurate, providing Licensed PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals clear information. Every attempt has been made to 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG #5 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error. The Builder and all subcontractors are required to THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE) MIXED PER THE MFGR'S 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE review all the information contained in these documents, prior to INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 6TH EDITION (2017) RESIDENTIAL. the commencement of any work. The Designer/Engineer are not DUBOND PRIORNG THE OXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY NG BPOUR. responsible for any plan errors, omissions,or misinterpretations CONTROL OF CONSTRUCTION SITE: 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the TO FOOTING). KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE information found in these documents, Any questions regarding the 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4) ?h"x 2'A" TITENS TO CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE information found in these plans should be directed to our Quality MASONRY AND 7 1 NAIL T T Od S 0 TRUSS FOR UPLIFTS LESS THAN 860 LBS USE 2 MTSM16 R } FOR UPLIFTS LESS THAN 1720# . IF CORNER STRAP IS RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND FOR HAS N D R AT C S 0 0 DUTY 0 OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE 4 SE .Assurance Manager321.972.0491 ' I.N Immediate o backchar es �y MISSED CONTRACTOR TO INSTALL SIMPSON 2 S M SON HGAM10 W 4 1 4" x 1 S C 1 2" SD SCREWS AND 5 1 4" x 2 1 4" TiTENS ONE EACH SIDE OF TRUSS. I / / U T P S Og 0 PROTECT, WITHOUT LIMITATION THE RESIDENCE CONSTRUCTION SITE, MATERIAL R EQUIPMENT, FROM MOISTURE MOLD FUNGUS FIR THEFT, VAN S E E VANDALISM, TRESPASS OR ANY OTHER Q , will be considered for reimbursement by the Designer/Engineer PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED T0, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER without advanced notification and approval by the NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON. Designer/Engineer. Payments will be made in accordance to the MISSED,_ CONTACT THE FOR FOR SUBSTITUTION. terms of the agreement. 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/.(26) 16d x 2-1/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. OMES orthwest Floridaiiiiiiiiiiiii e0 4 V: No 87 6 is ^ STAT t �C O C L [ram au$ - _ N b) gsg W0mQWZZF rQp�qdc, fmaie oQaNafioe Wa0aODae zaavavarico G a uloa1133Z3zaogWffr BW Ir mWym ail IL i 8ea°v18o g ps COM ❑❑❑❑ VMM14.FlJSENe. O 0Eli z m o Z w O_ J � a 1` W ' W Tru Eo+. U 0 - N AMA w o Ln c toAt U-) =D m no M U ONE w Opo H U _ L Q1 _ 6' r� e U py ti is d b IFLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE FLORIDA 32663 PORT ST. LUCIE IVI Job Information: O cc z 3 L LI m L > p O z M � �m � , a O J ED Z:) ((D o J m 0(n 00 u Model Name / Number: V Plan Issue Date: _ N a" Monday, December 02, 2019 mV KA PROJECT NUMBER: MODEL 2020 REVIEWED�F�OR:�._ 19-7728 Sheet: Of: CODE COMPLIANCE ST. LUCIE COUNTY BOCC __. SOVMH EET a v r i I 4 ro ti V Q9 ti W O HOSE BIBB 49-8" 10'-0" 9'-2" 20'-6" 10'-0" 91-9.1 9._91. 6" 6" - - - - - - - - - - - - - - - - - - - - - - - - - - - CD11 BM3 BM3 C6 S3 TYP. COVERED PATIO 20x10 � BMS I BM5 8,-0„ 11,-0.. I 8,-0„ 2,-0�, 9,$„ © I I © I I O L L O 2840 35 SH I DBL 2868 25 SH 0 00 o (0 5'$ 2'-10" 3 2' N / I— ZMMMD� 668 3'x4' F.G SHOWER OWNER r A H �°o G.T. - — VAU TED CLG. - — — — — — — - — - — - — - — - — — _ — - - — - -� - — 5'-10" 4 m o GARDE TUB OWNER'S BEDROOM GREAT ROOM a o o I VAULTED CEILING VAULT CEILING 15'-10" I op I B O ~ W J to to to w v > I ' < I WS01 S-2 BEDROOM # 2468 , VAULTED CEILING 1R/1SH ( - _ - - - - - NOOK WS01 8-2 , °9 ' VAULT CEILING 6'-2" 4'-6" m 2'-4" 10' 10" m, W 2668•. 1R/1SH �g t- t - - - 1R/1SH N - 1R/1SH_ 45 DEG. 2668 (TYP.) 1 PIEC I lit MEMMMMM , - FIBER LASS o 12'_8„ 2,-0 '. 3,$„ u' TUB 5,_5„ 4.-8„ 2,3„ I 8, 9.. BATH 2 36" FLAT BAR TOP ON 34'h' O I'r 10' CEILIN WALL m BE R M #3 x (0 m ro _ ---------------- N w _ VAULTED CEILING m N , q - m Y I o � " — -- DOOR,PER ACCESSIBILITY CODE � N ® , T D/W 0o l BL. I , N Im W a9 ; SINK ; Is— N 0 o O DRYER VENT VERIFY N 6 HANSONBOX DQ OF MAXLGTTHRU 035'-0" °9 KITCHEN LOCATION ;� 0 in , r < W/ BUILDER I "I @ 36 AFF m VAULTED CLG. ,� I o: _ , , 12'-8" = m `v lu WASH DRY m iv io W BEDROOM l i� co I #4 N i _ 'a 0 L¢ VAULTED CEILING LAUN• I a I 10' CLG. i m io S z 3 5068 - - - MOM I ^ - 2868 N a=nwi wo m 2668 0 --� 2'-2" 0" 3 -0 , - - 5 -04 -2" LL AL W.H. 29'-4" - 4'-6" 3'-8" NOTE: BUILDER TO PROVIDE W A/C SHADED WALL TO APPLIANCE PROTECTION IF REQUIRED BY MUNICIPALITY. SEE SHEET 4 FOR DETAILS 3 'T a9 m ti — NNING ROOM ATTIC ACCESS C2 VAULTED CEILING ' LOCATE INFIELD MS03 FOYER _- S-1 10' CEILING WF39 \ G.T,I G.T. --"-"---"" S-3 M503 4 S1 W�1 H1 a 4 3 CAR GARAGE .",-'" "'.. © CS 34 \ LINE OF GARAGE I OOR 8' CEILING ` EGRESS \ 4 ' ,_-_ -----------NE OF GARAGE _ ----- ----- --- ---------------, W/TRANSABV. _ PER ELEV. ' ENTRY 25 SH 25 SH BM i 10' CEILING ap ' S12 I S12 16" SQUARE 4'-10" 4'-6" 2'-4" S-2 I S.2 BM COLUMN CD21 S-2 d' I fl I I I 8 x 7 OVERHEAD DOOR 17 , , ' 16 x 7 OVERHEAD DOOR 2'-0„ 161-01, 2'-0„ 8'-0„ 49'-8" HOSE BIBB O Mow Q N a N 0 io OR m 4 i� FLOOR PLAN SCALE: 1/4" = 1'-0" ALL ELEVATIONS 160 MPH OPENING PRESSURES ENCLOSED - EXPOSURE B A +27.6 / -29.9 © +27.6 / -37.0 +26.5 / -28.8 O +26.5 / 34.4 +24.8 / -27.1 O +24.8 / -31.1 O+24.3 / -27.5 O +23.3 / -26.0 NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED- THE WIND PRESSURES LISTED ABOVE ARE "ALLOWABLE" PRESSURES WALL LEGEND k FRAMED WALL BEARING FRAME WALL ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. MASONRY WALL GENERAL NOTES R302.5.1 Door from garage into house must be a minimum 1 3/8" solid wood door, solid or honeycomb steel door, or 20 Minute fire rated door. Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic space and soffits is not acceptable. Ventilation shall be permitted to exit through the soffit if solid soffit is installed 5'-0" on each side of the venting. R302.6 The garage shall be separated from the residence and it's attic by not less than 1/2-inch (12.7mm) gypsum board applied to the garage side. Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch (15.9mm) type X gypsum board or equivalent. Where the separation is a floor -ceiling assembly, the structure supporting the separation shall also Protected by not less than 1/2 inch (12.7mm) gypsum board or equivalent. R312.2.1 Window sills In dwelling units, where the oponing of an operable window is located more than 72 inches (1829 mm) above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches (610 mm) above the finished floor of the room in which the window is located. Glazing between the floor and 24 inches (610 mm) shall be fixed or have openings through which a 4-inch-diameter (102 mm) sphere cannot pass. R308.4.2 All windows within 2'-0" of doors and in shower or tub areas will be safety tempered glass. Ceiling for exterior entries and covered porches to have 7/16". span rated OSB nailed per zone on roof diagram nailing schedule or 5/8' CDX. 1X T&G acceptable for substitution. EC: R402.2.4 Access doors from conditioned spaces to unconditioned spaces (e.g., attics and crawl spaces) shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. Laundry Note: (Unless noted otherwise) Provide dryer vent thru roof max. Igt. 35'-0", washer & dryer units (washer unit to be always on left side when facing units) hanson box @ 36" aff Ceilings for exterior entries and covered porches to be 7/16" OSB on underside of roof trusses shall be attached to all framing members with 2x blocking provided at perimeter. The OSB shall be attached w/ 8d nails at 6' O.C. field and 4" O.C. at edges or 7d screw shank 3" O.C. field and 4" edges. Vinyl ceiling to be attaches to OSB per manufacturer specifications i OyoQ PB E we J r ti� i a~ ~ No 878 4 s, 1 r-�D STATE OFsL 40 OD ON A, ° ai+`� I Wag ® <DNOW c c p53 Q 2# # u# ��"Rm Z a' z Z o 0 g m 0 ZNZi°aei acS<0 -6 2 s NNhY.FDSENG.COM ❑ ❑ ❑ ❑ W Z m n Z N 0 Z m o N n Y Z� g c ¢ G S� J Il 3 a Z Y W a C Z R V E N ,I. < O N 4� W F- E E W O — u3u w s In c m o N FrnM U mm w w OO E Cc I ti :i W O ^ N U 0 W o S amour am ® DAMS HOMES .°- FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 t DIVISION LOCATION: PORT ST. LUCIE 2 Job Information: a M o s O � LL � � 3 � L w m 0 E n Z h 0 N G) m � M cH W N i W vo O W 0 0 m m Model Name /Number: AREA CALCULATIONS x PlanlssueDate: — Monday, December 02, 2019 a 1st FZpOR 2020 S.F. V KA PROJECT NUMBER: m m Y 19-7728 TOTAL LIVING (AC) 2020 S.F. GARAGE 593 S.F. Sheet: /� Of: COVERED ENTRY (BASE) 34 S.F. N 2 COVERED PATIO/LANAI 200 S.F. c FLOOR PLAN TOTAL AREA UNDER ROOF 2847 S.F. '0 GENERAL FOUNDATION NOTES UNLESS NOTED OTHERWISE 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2 4" 2500 PSI CONC. SLAB W/ 6X610/10 W W F, OR MINIMUM .75 LBS OF FIBER PER CUBIC YARD FIBERMESH/FIBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUPS INSTRUCTIONS AND NER-284 FOR FIBERMESH OR NER-414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER & TREATED FOR TERMITES. 3 0 INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR. TO BEAM W/ (1) #5 REBAR GRADE 40 U.N.O. TYPICAL ABV. SLAB. HOOKED FTG DOWELS 17" EMBEDMENT W/ 25" EXT. ABOVE SLAB. 4 CONSULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE U.N.O. ON PLAN. 6 NO WOOD STAKES PERMITTED IN FOUNDATION. 7 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. 8 ALL FOOTING SHALL BE MIN 12" BELOW GRADE 9 MASON TO COORDINATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB 10 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY 11 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95%OF MAX. DRY DENSITY AS DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR) IN EQUAL LIFTS NOT TO EXCEEDING 12".THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000PSF. FOOTING SCHEDULE MARK SIZE DEPTH REINFORCING GRAVITY CAP. Ibs F1.0 1'-0" X CONT. 1'-O" 2 #5 E.W. BOT. 2000 F2.0 2'-0" X 2'-0" 1'-0" 3 #5 E.W. BOT. 7200 F2.5 2'$" X 2'$" 1'D" 3 #5 E.W. SOT. 11000 F3.0 Xo-0 X 3' 0" 1'-0" 4 #5 E.W. SOT. 15600 IF3,5 3'$" X 3'.0" 1'-0" 4 #5 E.W. BOT. 21500 F4,0 4'0" X 4'-0" 1'-0" 5 #5 E.W. BOT, 28000 F4.5 4'$" X 4'$" VA- 5 #5 E.W. BOT. 34500 F5.0 F-O" X 5'-0" 1'4" 6 #5 E.W. BOT. 42500 F6A 6'-0" X 6'-0" 1'-4" 7 #5 E.W. BOT. 61500 LEGEND - INDICATES SINGLE -STORY FOOTING ® - INDICATES TWO-STORY FOOTING - INDICATES CONCRETE FOOTING PLUMBING RISER N.T.S. 10'-01, 9._2„ 49'-8" M 9' 9" 10'-01, IR DOE F2.5 D 1 1 , F2.5 w , I I F2.5 h 1 , I I � , 3 - - ih I , I I 1 5'-6" 3'4" I 1 I 2'-10- 3'-6" , 5'-2" 4,4• I 1 I 31-81, 1'-4" L, 7'-0" 31-0" 1 Ic 1 1 STEP ON. 1 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ OP - - _ ___________________ _____ I ____ , W.C. I FM01 HOSE q 13'X4' 3 3 BIBB F.G. 1 i IISHOWER I ; 10, 1 , 1 W I ' m I;,; TUB VARIES `;, (; LAV rFMO I',1, VERIFY DRAIN ■ y: �OCATION d I L D I IL D( ?G _�_ _4_ I •`____-- _ -- _ __ ____ _ ____ ____• 1 ' 1 R 1 1 ' 1 , ' � 1 o 1 ' m N ' 1 in i 71 1 � , ci ' N ■ ' 1 I 1 , ' C Y ' N 97y 'a � my ■ I 4 ' v ■ o ' m 1 + ' I w TUB UNIT I o------ 1 , - I I Q I VTR I 9r-0" q � 0 1 FM01 i ____ ____ - OP '3 (V l , - -'---- ---i-- ,lV. \L--o ' '^ D ■ ■ DBL. ' SINKOP \39- iD - - - , 16,$„ 7,_1„ 1 12'-2„ ; VERIFY LOCATION W/BUILDER PROVIDE CHASE o0 ■ FOR HVAC UNIT VTR ■ VERIFY LOCATION � 2X6 WALL; _ _ _ _ Q _ _ 1 r - - - r - - 0 7,-0„ 3,_0„ WASH DRY i+l i IL__ JI I 1 I L J l — J •_____ 1 1 FM12 � ", I ' 3 3 ■ a 1 m 1 N.__ _____-_____ _________________ G7 1 , 1 , q a `I STEP ■ ' W.H. , II I A/C I , 1 0 I I L 1 1 ' I 1 ■ c 1 29'-4" I , 1 1 , ' o 71 ' M F 11 m , ' 3 ' 1 i ■ �P 3 1 v I I , 2'-8" 3'-10" „ 3'-10" 0„ 4 C.J. ■ C3 I t o co`I ! 1 FM01 °P ■ ■ 1 STEP ON. ( 00z q--- ---------- OP i ; ¢w x❑ xZ i a lr_ ■ ' 1 4 N ' I ■ rn F2.5 ' FM09 FM09 I 13'-0" 4 R HOSE F2.5 3 (2) #5 BARS 3 (2) #5 BARS op n BIBB ______ ______________ _i W/IN EA. F.C. W/IN EA. F.C. v FM03 -dq. •- ---------------- ------ -------------- ----- ---' 3 ■ ■ 8,-0„ 1O,-0" I �—c 2'-0' 1 16'-0" 2'-0" 8'-0" 11%8" ** 20'-0" 19'-8" FO U N DATI O N PLAN SCALE: 1_/4" = 1'-0" a9 8" ALL ELEVATIONS �\\Slll11)ly PG EO No 87 64 L STk OF 411� 8 t Ec m'6,W 2 ➢'a' u'w Sm e 'w ow I U N ral �VVp�pq� ��(yN Ja�00u� LL LJI. LL LL mp o LL omc as w a 6LL' Uj y� Y s w R: 0 O O A �E,^y m M-,0 y 9 It WWW.FDSENG.COM UUUU ` CD m o Z� N W Z m 0 � ~ Z a o 3 a � WPM a c — Zo o13 o cn a N 4� �N WI 03 Y 0 —0 - E r 0 CL m o v) v°'u F w 000 V, m S CCU ' C'OVs oi0 ¢mom Q,m Is- DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ITI Job Information: 11100 O c o ;n z d = G W U 2 > Q r FL o m N z m mo� Q J W Z) co o LL JmU)0 IVI Model Name / Number: ♦ I Plan Issue Date: Monday, December 02, 2019 KA PROJECT NUMBER: 19-7728 Sheet: w Of: FOUNDATION PLAN A-B BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT MARK SPACING SPECIES CAP.(PM TOP BOTTOM NO BW1 16' (2) 16d TOENAILS (2) 16d TOENAILS SPF UPLIFT SP2 W/ (6}10d SP1 W/ (6}10d 8W2 16" STUD,(6)10d PLATE STUD, (4)SOd PLATE SPF 402 BW3 16„ (2) SP2 W/ (6) 10d (2) SP1 W/ (6) 10d SPF 803 STUD 6 16d PLATE STUD, 4 1Gd PLATE NO BW4 16" (2) 16d TOENAILS (2) 16d TOENAILS SYP UPLIFT BW5 SP2 W/ (6}10d SP1 W/ (6}1Gd- 16" STUD, (6) 10d PLATE STUD 4 10d PLATE SYP 439 (2) SP2 W/ (6) 10d SP1 W/ (%iOd BW6 16„ STUD, 6 10d PLATE STUD, (4)10d PLATE SYP 878 NO BW7 12" (2)16d TOENAILS (2)16d TOENAILS SPF UPLIFT BW8 SP2 W/ (s}lDd SP1 W/ (6}10d 12" STUD, (6)10d PLATE STUD, (4)10d PLATE SPF 535 BW9 ) 12" STUD, (6) 10d PLATE STUD, (4)) 10d PLATE SPF 1070 BW10 12" (2)16d TOENAILS (2) 16d TOENAILS SYP 0 BW11 SP2 W/ (6}1Gd SP1 W/ (6}10d 12" STUD, (6)10d PLATE STUD, (4)10d PLATE .SYP 585 BW12 ) 12' STUD, (6)10dPLATE STUD, (4)) 10d PLATE SYP 1170 BW13 NOT USED TOP OF WALL DOUBLE 2x TOP PLATE MASONRY WALL OR SEE P� 4 ICF WALL. SEE PLAIT 2x STUDS PER DOUBLE 2x HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WFO9/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH SEE MS03/S-1 FOR NO UPLIFT CONNECTORS BRG WALL TO INDICATED IN WF09 CAN MASONRY WALL BE IGNORED. CONNECTION INFO 2xMIDSPAN BLOCKING CONNECTORS W/ (2) 12d TOENAILS @ TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN 8'-O" SCHEDULE ABOVE F.F. -SEE FOUNDATION PLAN FOR MORE 2x P.T. W/ 1/2" A.B @ 32" O.C. W/ 7 INFO EMBEDMENT OR 1/2" A.T.R. W/ SIMPSON SET W/ .. SW- SHEARWALL MIN. 7" EMBEDMENT PAST STEP DOWN: '> REQUIRES MIN ALT.: SIMPSON 1/2" TITEN HD @ 32" O.C. - I /16" OSB PLYW'D W/ SAME EMBEDMENT W/8d NAILS AT 4"oc SEE GENERAL NOTE #8 BRG. WALL DETAIL IN FIELD AND EDGE. GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED. 4. SP4, SP6 AND SP8 CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SPS AND SP2 INDICATED IN SCHEDULE ABOVE 5. IF "BW' IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE WF06/S3.1 OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO FIRST FLOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) 6. IF "SW" IS INDICATED THE WALL IS CONSIDERED A SHEARWALL AND REQUIRES MIN. 7/16" OSB PLYWOOD W/ 8d NAILS AT 4" O.C. IN FIELD AND EDGE TO (1) SIDE OF WALL 7. ALL 2x EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SECTIONS FOR STUD SPACING AND GRADE AND WALLS SE ACT AS SHEARWALLS. SEE PLAN C 8. IF THE BEARING WALL IS INDICATED WITH THE BW1, BW4, BW7, BW10 THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOE NAILED TO THE PLATE AND THE 2x PLATE CAN BE ATTACHED WITH HARD CASED NAILS (GUN NAILS) AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 9. SPl/SP2-DRIVE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD, 10d= 0.148" DIA. x 3" LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPUFT(Lb) C1 (3) 2 x 4 #2 SPF - (4) -16d TOENAILS 0 DTT2Z W/ 1/2' WEDGE C2 (3) 2x 4 #2 SPF ANCHOR* & (8) 1/4' X 1 1/2" 2145 SDS SCREWS C3 (3) 2 x 4 SYP #1 OR- (4) -16d TOENAILS 0. , DTT2Z W/ 1/2" WEDGE C4 (4) 2 x 4 SPF #2 ANCHOR* & (8) 1/4" X 1 1/2' 2145 SDS SCREWS C5 4 x 4 P.T.#2 ABU44 W/ 5/8" ATR** G = 6665 SYP POST & (12) -16d NAILS U = 2200 6 x 6 P.T. #2 ABU66 W/ 5/8" ATR** G = 12GOO SYP POST & (12) - 16d NAILS U = 2300 8 x 8 P.T. #2 ABU88 W/ (2) - 5/8" ATR** G = 24335 C7 SYP POST & (18) -16d NAILS U = 2320 3.5 x 3.5 P.L. 1.8E Fb=2400 PSI HDU5-SDS2.5 W/ (14) 1/4" x 2 1/2" SDS WS & 5/8" EPDXY (WOLMANIZED IF EXT.) ANCHOR, OR ATR** 5645 C9 3.5 x 5.25 P.L. HDU5-SDS2.5 W/ (14)1/4" x 1.8E Fb=2400 PSI 2 1/2" SDS WS & 5/8" EXOPY 5645 (WOLMANIZED IF EXT. ANCHOR, OR ATR** C10 3.5 x 7 P.L. 1.8E Fb=2400 PSI HDU8-SDS2.5 W/ (20) 1/4" x 2 1/2" SDS WS & 7/8" EPDXY 6970 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** C1 5.25 x 5.25 P.L. 1.8EFb=2400 PSI HDUS-SDS2.5 W/ (20) 1/4' x 2 1/2" SDS WS & 7/8" EPDXY 7870 (WOLMANIZEDIFFXT.) ANCHOR, OR ATR*** 7 x 7 P.L. HDU8SDS2.5 W/ (20) 1/4" x C12 1.8E Fb=2400 PSI 2 1/2" SDS WS & 7/8" EPDXY (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** 7870 GENERAL COLUMN NOTE 1. SEE FLOOR PLAN FODH STUD MATCHWIDTH UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 LINO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL WF37/S-3 4. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2" ATR 6" EMBEDMENT FOR 5/8" ATR 8" EMBEDMENT FOR 7/8" ATR 5. IF [C] COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 6. SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALLAM COLUMNS (1.8E) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL DIA. / LENGTH PNEUMATIC GUN COMMON vs. GUN APPLICATION NAIL DIA.-LENGTH NAIL SPACING 8d 0.131" X 2 Ih" 0.131" X 2 1h" SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS 10d OR 12d 0.148" X 3" 0.131' X 3" SEE PLAN BLOCKING & TOE 0.148" X 3'A' 0.131" X 3'A" NAILS & TOP PLATE 12d 0.148" X 3'A" 0.131" X 31.A" 8 O.C.(COMMON) STUD WALL 6" O.C. GUN NAIL CORNERS 10d 0.148" X 3" 0.1 1" X 3" 8'.0.C.(C6MMON) STUD PACK - - 6" O.C. GUN NAIL COLUMNS 16d 0.162' X 31h" 0,1 1" X 3 1.4" (2)16D(COMMON) SEE PLAN (3) 16D ( GUN NAILS) BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS (2) - 2 x 8 #2 SYP W/ 7/16' CONNECTION: PROVIDE (2) 'gyp V1�/ OSB FLITCH PLATE NAIL SIMPSON LSTA18 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL U.N.O. ON ROOF PLAN. (2) - 2 x 10 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) BM 0� OSB BITCH PLATE NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12' OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 2 x 12 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) M3 OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12' OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) -1 3/4' x 11 1/4" LVL CONNECTION: PROVIDE (2) 2.0E Fb=2600 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) M TOGETHER USING (2) ROWS SIMPSON. HTS20 TO WOOD POST 1/4" x SDS WOOD SCREWS 0E. 1 16" O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH S EACHSIDE. .COL. U.N.O. ON ROOF PLAN. (2) -1 3/4* x 117/8* LVL 2.0E Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) TOGETHER USING (2) ROWS. SIMPSON LSTA24 OR (2) 1/4" x 31/2" SIDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS @ 16" D.C.. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) -1 3/4" x 16" LVL 2.0E Fb-2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) [y) TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4' x 3 1/2' SOS WOOD SIMPSON HTS20 TO WOOD POST SCREWS @ 16" O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. GENERAL BEAM NOTES 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN. 4" BEARING EACH END) 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H2 (2) - 2X8 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H3 (2) - 2X10 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H4 (2) - 2X12 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H5 (2) - 1 3/4" X 11 114 ATTACH TOGETHER W/ (2) ROWS 1/4" X 3 1/2' LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 16- O.C. TYP. EACH SIDE H6 (2) - 1 3/4" X 7 1/4 ATTACH TOGETHER W/ (3) ROWS 1/4'X 3 1/2' LVL 2.0E Fb=2600 PSI BOB WD SCREWS @ 16- O.C. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2x4 WALL 2x6 OR 2x8 WALL JACKS KINGS' JACKS KINGS SIZE EA. END EA. END EA. END EA. END 1'-0" - 3'41" (1) (2) (1) (2) 4'.0„ - 9,-0" (2) (3) (2) (2) 10'-0" -16'-0" (3) (4) (3) (4) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE 1st FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS LINO ON PLAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS, 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/S3 5. FASTEN ALL MULTIPLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12" o,c. ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER. 6. FASTEN ALL HEADERS TO KING STUDS WITH (3) 12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. (*) SLOPE f4AY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR IF GREATEN THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION REFERENCk FMASW FOR STEM WALL OPTION 8" REINF. OPTIONAL CURB FOR F F VARIES GRADE SEE PLAN MASONRY @ ELEV. 0'-0". - - W/ (1) - #5 BAR CONT. ;0 o a �(; 2 STORY: 20" X 2.01. REINF. n 16" (2) #5 SEE PLAN ♦ ; 16 ', RE(2) # 5 REBAR BAR BEARING " g FM01 SINGLE STORY FTG 1/2'=V-G" FMO2 N @ SECTION U N c m REINF SEE PLAN `F-F cD 8" (i) #5 REBAR CONT. FM03 I THICKFNFn FnGF 1 1/2"=1'-0" i (*) SLOPE MAY VARY 24"' MAXIMUM DEPTH. 2x BRG. WALL i IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION (SEE FLOOR PLAN FOR 1 MORE INFORMATION) PROVIDE 13" WIDE FRONT WALL I RECESS AT GARAGE DOOR. EXTEND 6" BEYOND OF GARAGE IT F.O.M. EACH END, TYP. GAR. FIN. FLR.a ALIGN DRIVE W/ BOTTOMOF 2) #5 REBAR RECESS &PITCH DRIVE " 2 STORY: 2' X 20" 4". CONC. DRIVE W/ 1/2" EXP - W/ (3) - #5 CONT. 2 STORY: 20" X 20" ' JOINTS 10" O.C. TYP. 16", (2) #5 REBAR W/ (3) - #5 CONT. FM09 I SECTION @ GAR. DOOR 1/2" =j-'-O--j FM10 I INTERIOR BRIG WALL 1/2" = V-o" 1 _2x BRG. WALL 2 STORY: 2X . / (SEE FLOOR PLAN W(3 - #C5 CONT, / FOR MORE INFORMATION) SEE PLAN Lff5;f72-45 8„ 4„ REBAR FM11 STEP DOWN BRG. 1/2" =1'-0" FM12 STEP DOWN NON BRG. 1/2" =1'-0' SEE PLAN OPTIONAL CURB SLjDRAIN UT OR MASONRY AT. TO 4"x 4"x 16" ', SEE PLAN ELEV. 0'-0" WITH CURB w TYP. SEC. (1) #5 BAR CONT. R (G.C, VERIFY)0,9 I Z F.F. REINF(SEE PLAN)INSTALL LINING ,'_;•*.; w ci 2 #5 BENT BARS W/ MATERIALS PER MIN. 25" LAP SPLICE - U) n FBGR P2709.2 - _ MUDDED FUR. SLOPED TO DRAIN • • ' - 16" IN.IF #5 CONT. ' i FM14 I SECTION @ RECESS SHOWER 1 1/2"=1'-o" MIS TYP. STEP FTG. DETAIL I i/2"=1'-0" z ALTERNATE: THE REINF. BARS SHALL BE GRADE REINF. ) CONTINUOUS AROUND CORNER #5 CONT REINF. SEE PLAN BY COLD BENDING THE BAR WITH SEE FND. FOR MIN.. BAR LAP OF25" QUANTITY #5 X 25" X 25" CORNER BAR ONE 04 E i FOR EA. HORIZ.. f REBAR, TYP. U.N.O. ::, ;;:• (2) #5 REBAR I A/C CHASE 4" PVC SLEEVE 2 STORY: 20" X 10" THRU FOOTING W/(3) - #5 CONT. FM19 I TYP. CORNER BAR DETAIL 1-1/2"=V-0" FM23 I TYP. FND PENETRATION 1/2"=r-0" rOgj�i�i No 8 864 cc !L 9 STA OF o0 c P �4o $oI'.- 21- 1 111 0co Vw NNapco a u w to (1�rrn fi G' ti p iA o 4i g riF] Q�" D 2� ui s K a it Y g � zg�m` z z co p��m���o t'a'zRIM=m�<o "M IL a g d a _.9� '110 III 12 NhNV.Fl]SENG.COM 11000 O Z ro M o 01 Z z Q M o y c 3 J a - z s o Q) a n m 1/V E N ■\//��■■ O W O W if6 L) O mC-4 NE w Op� L o00 ; x . ooa � m '.- Q 03 o FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE,FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: LL m c O o N m z w i} �¢ � a a o o ® m f'- =IFF V u_ m o a J m (/) U) VI Model Name / Number: .o ♦ I Plan Issue Date: Monday, December 02, 2019 KA PROJECT NUMBER: - r 19-7728 T - aSheet: 3 m 1 0 t - on SCHED& DETAILS U ---------------a-------------- I I I I I INSTALL FAN BOX PREWIRE, I \ I I �I WP I I GFIu HOSE BIBB \ �69 / --69 / INSTALL FAN O r BOX PREWIRE GF r� III , � F1. FAN,A PREWIRR7 V / INSTALL FAN I BOX PREWIRE�� 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 = 2.020 x 3 = 6,060 \ w APPLIANCE CIRCUITS RANGE 8500 I 1 0 U OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 �OR D/W WHIRL POOL 1250 WASHER 1500 INSTALL FAN _-_-_-_---___ DRYER 5000 BOX PREWIRE F ' _ / DISHWASHER 1500 �- ��` _ _ CM r -I -------------- DISPOSAL 600 +GFI ;GFl SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 400 GEN LIGHT'G & RECEPT: + APP. CIR. = 34,610 I \ I - _-__ ;GFI SUBTRACT 100 % OF FIRST 10,000-10,000 . GFI A= 24,610 y .,.. s.. ,", , ( ffGFI HVAC CIRCUITS GFI A/C (AIR HANDLER & COMP.) 10,000 / FOR H00� A/C ( AUXILIARY HEAT STRIP) 10,000 GFI I "— I 1220 B= 20,000 i . CIRCUIT CALCULATIONS / GFI - FIRST 10,000 AMPS @ 100% = 10,000 ALL FANS �`Fl .40 x 24, ( ) , BOX PREWIRE + 40% OF "A" _ 610 = 9844 ■ I ' O RE INSTALL WASH DRY TOTAL WATTAGE = 39,844 - WATTS DIVIDED BY 240 = AMPS I I CALCULATED SERVICE AMPS = 166 , I ,: GFI - F - Z. 220 ELECTRICAL m a 220 GFI cw PANEL ® 42" , ' A/C 60}-- - w"j , VERIFY r4 LOCATION IN FIELD FOR ELEC. METER ' _ CTR. OF WINDOW ATTIC ELECTRIC : IF REQ'D BY CODE ,) GFI -------- 042" ' \ GFI d ASSUMED GFI / - EDGE OF WALL FOR GARAGE DOOR OPENER FOR GARAGE ` DOOR OPENER I \ o , WP NOTE: m .H GFI 2x6 WALL � � LOCATION OF METER AND PANEL BOX „ (FLOOR TO CEILING) TO BE BY BUILDER. IF NO GARAGE SERVICE}" DOOR IS PROVIDED A DISCONNECT SHALL BE ADDED AT METER LOCATION. _ ____„ " "" PLACE COLUMN USE 2 RED HEADS ' ' TO ANCHOR WALL COACH LIGHTS ON ; COACH L WALL BEHIND WHEN HOSE ' ; / COACH LIGHT CRAFTSMAN ELEV BIBB IS USED FM24.1 ALTERNATIVE PROTECTION BARRIER N.T.S. ; COACH LIGHT _ --- � COACH LIGHT COACH LIGHT ELECTICIAL PLAN SCALE: 1/4" =1'-O" ALL ELEVATIONS ELECTRICAL NOTES: UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" 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 AFCIs (ARC FAULT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT IN ALL DWELLING UNIT PER 6th EDITION FBCR E3902.16 ALL 15 AND 20 AMP BRANCH CIRCUITS ARE REQUIRED TO BE ARC FAULT PROTECTED. 7. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED INALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70-14. SUCH DEVISES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 8. COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE PERMITTED IF EACH MEETS THE APPLICABLE UL STANDARD. 9. KEEP ALL SMOKE DETECTORS MINIMUM OF 36' FROM BATHROOM DOORS 10. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 11. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR 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 61h 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 CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH /�\ FLOOD LIGHT $4 FOUR-WAY SWITCH $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE o CEILING FAN 110 VOLT DUPLEX OUTLET Ifi 110 VOLT SPLIT SWITCHED OUTLET It GROUND FAULT INTERRUPT rn ' Lu DOOR BELL CHIMES WP WATER PROOF W/ GROUND FAULT 220 VOLT OUTLET DOOR BELL ® SPECIAL SERVICES OUTLET DISP 0 DISPOSAL T.V. CABLE OUTLET L= DISCONNECT SWITCH . TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING J ❑ JUNCTION BOX WATER PROOF RECESSED LIGHTING O THERMOSTAT 71 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 IVERIFY FINAL AMPS NEEDED I SAME AS UNDERGROUND WITH ELECTRICAL CONTRACTOR 200 AMP SERVICE 200 = 2I0 COPPER OR 4I0 ALUMN. IN 2" CONDUIT METER MAIN 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 INTERSYSTEM # B TO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD W/MIN. 8' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO, " �qJJk Sk $Do NOgrMCOD IZ" crnp C13 Oogti LL LL LL LL 0)D n rn `-85�..0 o9.i w a Uj $# w o Y lzp 0¢o�ya�Y9ELLWNap° 3 Z U�yN 0 9W mi it o 0 n�mm D 1822@$Z L) 255 ggoW f i a nw .FDSENGAOM ❑ ❑ ❑ ❑ W U IN 0 0 Z In m Z o Z D ro J 2 � LL Z Y z o (3)U a E V - 0 u ao Quo �- c V) Cn O00 u - too ® $ O n N U 000 00 ® C a as a rn o °o d DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: a 0 M 0 0 o o 8 N c a1 L N FUj'a f o c y y I- M -H LL d d i m zm a o — Q _3 W LL JmU)U) 00 a ,IV] Model Name/ Number: Plan Issue Date: Monday, December 02, 2019 KA PROJECT NUMBER: 19-7728 Sheet: w Of: ELECTRICAL PLAN oil c r-npY - T.17i1�.1aU 12 6 ALL SEE SHT (P) FOR COVERED PATIO INFO 48" OFF RIDGE VENT 48' OFF RIDGE VENT BEARING @ ENTR' ARING @ GARAGE bo FIN. FLR. ri W'DOW HEAD HGT_ ■ LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 25 SH FIN. FLR. ■ 25 SH 25 SH FIN. FL BEARING @ ENTRY BOT OF ARCH _ 601 _ _ OP OF BLOCK _ — O _ O 00 TOP OF I FIN. FLR. j 12 6 1 25 SH RAISED STUCCO BAND 48" OFF RIDGE VENT 48" OFF RIDGE VENT 48" OFF RIDGE VENT �_ _ _ _ _ _ _ _ — _ _ _ _ _ _ _ _ _ _ -- LITE TEXTURED DECORATIVE io CEMENTITIOUS COATING FIN. FLR. 25 SH FIN. FLR. op io W'DOW HEAD HGT IL— 11 DBL 25 SHLU _ _ — 2840 SH LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 35 SH 2868 FRENCH DOOR REAR ELEVATION SCALE: 1/4" =1'-O" LEFT ELEVATION "B" SCALE: 1/4" =1'-O" OF BLOCK ----' M FIN. FLR_ 1 RIGHT ELEVATION "B" SCALE: 1/4" = 1'-0" VENTILATION CALCULATION Formula = SF / 300 / 2 * I" = net sq Inches of venting needed equally for intake and exhaust Soffit product provides 4.12[nets Rid a vent rovides 18.00Off ;In rid event rovides' 138.00 Overhangdistance 133 S.F. of Area to be vented. SF 2847 s.f. Total needed forexhaustforu erl 3 683 nets inches.- Total needed for intake(soffit area, lowerl 683 netsclinches NumberofOff .Ridge Ventsforupper 1 3needed 5 L.F. of Ridge Vent needed can be used in combo with ORV 38 Lineal Feetof Soffit needed to meet required 125 Lineal Feet of:Soffit providedb Ian 208 CEILING@ 10'_0"A.F_F_ _ENTRY BRG. @ 10'-0" TOP OF BLOCK TOP OF BLOCK RAISED STUCCO FRIEZE BAND T=0, a � _4 ❑o�� � 00 ❑o❑❑ ❑❑❑ ❑ ❑❑ ❑o❑❑ ❑❑❑❑❑❑❑❑ 25 SH 25 SH FIN_FLR. 0 ❑u�❑❑❑❑�❑FF I _ FIN_ LR._ 8' X 7' 16 PANEL u�u 16' X 7' 32 PANEL 3068 DOOR W/ 16" HIGH ' RAISED STUCCO BAND OVERHEAD DOOR OVERHEAD DOOR TRAN.ABV. DOOR STYLE MAY VARY REFER TO SPECIFICATIONS LITE TEXTURED DECORATIVE CEMENTITIOUS COATING FRONT ELEVATION "B" SCALE: 1/4" =1'-O" 17 ``oa�ae p.66.O TQR�osma' . J�oj �C E N No 64 l B 1 :Cd OF o.0'° 0) €g` Vornrn LL li Da w M Z. as �'`.�tltl55s Q mac-- ui ¢ u�Q a w y � z m m� m O C] w `�- YI�g�.?c m m0 'sgEmg '88es Iz .S �m .ES ❑ ❑ ❑ ❑ COM W M 0 Z — r- O 1/ Z M O 10 Z a Q o J a z Y n, a W-1 U g '� 0 m -- { U —O -, III �- ou U ENE '. = N N ® Q rn o I� n°o DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: a 0 N m O y o V/ i o Y z 3 � 1 , 1 o c o crn .--I ' : 2 m z F-�Uin oa W J N a m Model Name /Number: 91 cVI Plan Issue Date: Monday, December 02, 2019 � V KA PROJECT NUMBER: Y 19-7728 a � Sheet: 5 Of: N Y ELEVATIONS - B U 11® 11® SEE DET. TBO3 G.C. TO PRI BLOCKING' W/ APA RD FOR SPAN 1 7/16" OSB SEE DETAIL 20'-0" MAX 20'-0" MAX * * ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING THICKNESS IS 15/32".) IF 15/32" IS USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP SECTIONS EQ. w Q CONTINUOUS BOTTOM CHORD BRACING 2 X 4 MIN. SEE DETAIL TBO4- "X" BRACE SEE 4 )VIDE DETAIL TBO1 `T '0 COMPLY :OMENDATIONS _ ATING OF 01 2 - - - b TB03/S�4 V O Z J � O1 Q o ei v v Q ><-F V a - - - - EQ i l TOP & BOTTOM CHORD GABLE END BRACING @ \ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TB05 REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTS 4 FT. 2 ------------------------------------------------------------- 4 FT. , I � �I O 2 , I O I � 5 Fg. 4 FT. O 5 Fl. 4 FT. U2 "____________________________________ __________� I 3 1 1.2 OI O _ ____ 4 FT:, �------ ---------------- 3 3 ------ _ • -- 4 FT. O O O O 4 FT. O HOOF NAILINQ LUNL UTAUKAIVI O. NAIL AT BASE 2ROWS @4"O.C.W/8dCOMMON NAIL ROOF NAILING SCHEDULE. O NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL C� NAIL OPENING PERIMETER @3"O.C. W/8d COMMON NAIL NAILING ZONES (SHINGLE AND TILE) O NAIL INT. AT 3" O.C. W/ 8d COMMON NAIL ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD E� 4" O.C. ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD STAGGER ALL VERT. JOINTS & NAIL @ WIN COMMON NAIL (NOTE: IF 51W PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING O PLYWOOD SPLICES @HEADER -NAIL SHEATHING TO HEADER SHANK NAILS) W/ Bd COMMON NAILS @ 4" D.C. NOTE: © (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL ROOF SHEATHING: (APA RATED EXPOSURE 1) 12' PLYWOOD MEMBER IF GABLE END (TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24116 NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2" SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO MORE THAN 1/8". STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM 1/8" SPACE IS ALTERNATE PANEL WALL SYSTEM (PREFAB) ATTACH WALL SHEATHING W/ RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW 16GA x 13/4" STAPLES & 2" O.C. ON EDGE & 4" O.C. IN FIELD. FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8" 15/32" OSB (2)- 2x TOP PLATE 15/32" OSB EXPOSURE BEYOND SHEATHING SHEATHING SHEATHING PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET 2x RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM I@" II I II II II - SOLID 2x r I I If II II 1 BLOCKING @ ALL s w III II 11 II II 1 SHEATHING w III 11 11 If 11 1 EDGES (SEE g 111 I I II C II I SECTION X-X) 0 II OPENING II II I 11 - - - T - 111 II C II II II III III III II II III It If 11 2x STUDS T_-Ir I I I I I I I I I I II II BEYOND. N II I it II II1 11. If I I SEE PLAN 9'1 IIII 11 II IIII It II I �? IIII II II IIII 11 II II I HORIZONTAL J: 1: •LDIAGRAM SPACING 2x4 P.T. BASE PLATE BEYOND SEE PLAN ° O�OOR o¢S°= 20 NwU- LL x 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 1LTERNATING STAGGERED 3" O.C. BLOCKING SECTION X-X *CONTRACTOR TO INSTALL EITHER HORIZONTAL OR VERTICAL BLOCKING AS SHOWN. BOTH ARE ADEQUATE TB13 WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. N H"PIHDOgNi N Wff SgCIW1 mNMkMPDrtIR IPYRD �Rs xma MdaF.oa Lr" a,im a:"r III mVss mFo ww 11014e y" 1 Hn G/Hera" .1D"/L"1D" t"I L" 1qn fDuw `1 u L/H - B]S Mwla. 1III613r IL.l r l UO1 V9 3.905 _ fW/P xSLRN W1 yx (1)11 c/111H[w" IIIIIIIIIII 11.111 L/" H" Im III-1 111111D tm�o".ni. Ief u TRUSS LAYOUT 11B11 SCALE: 1/4" =V-0" SIMPSON - CONNECTOR SCHEDULE USP-CONNECTOR SCHEDULE MARK TYPE CONNECTOR& FASTENERS SPF SYP CONNECTOR B FASTENERS SPF SYP HETA16w/(9)IOdx112"OR HTAIOW(10)10dxl Vr OR OFRAMETO MASONRY HErA20w/(9)10dxl Irz 1810 HTA20 w/(10)IOdx1 VY 1685 1870 O FRAMETOH2.5A w/(10)Sd NAILS 535 565 RT7Aw/(10)Sd NAILS 615 585 O FRAME TO H10AW(18)10dx11/2" 1015 1040 RTIGA d(17)1Ddx.112- 896 1020 FRAME H10A-2W/(18)10dxl 12"AT2 PLY TRUSSES 93q 1080 RT1S-2w/06)1Odx1117AT2 PLYTRU33ES 935 1D80 0 FRAMETO MT812wl(14)10dx112"(ATEXTERIOR no MTW12 wA14)IOd x 112'(AT EXTERIOR FRAME LOCATION INCLUDE (3)12d TOENAILS) 990 LOCATION INCLUDE (3)12d TOENAILS) ION 1195 0 FRAME TO MGT w/(22)10d NAILS AND SW AT.R. w/ 1Z' '10 MUGT15 w/(28)IOd NAILS AND WS. A.T.R. wl MASONRY EMBEDMENT W/SIMPEON "SET"EPOxY 3965. 12"EMBEDMENT W SIMPSON ISET"EPGXY 3330 "95 O FRAME TO HTS20w/(24)10dxl 12'(AT EXTERIOR 1249 HTW20w/(24)10tlx11/2"(ATEXTERIOR FRAME LOCATION INCLUDE (3)l2dTOENAIIS 1310 LOCATION INCLUDE(3)12d TOENAILS 1285 /530 FRAME TO (2)HTS2Ow/(48)1Odx112"(ATEXTERIOR 2490 (2)10w/(48)10d x 112'(AT EXTERIOR FRAME LOCATION INCLUDE (6)12d TOENAILS 2820 LOCATION INCLUDE (6)12d TOENAILS (EA) 2570 3050 FRAMETO HGT-2w/(16)1Dd NNLSAND(2)SW AT.R. "SET" HUGT2 W/(16)1Dd NAILS AND (2) 5W AT.R. O MASONRY w/ 12"EMBEDMENT W/ SIMPSON 10890 w/12'EMBEDMENT w/SIMPSON "SET' 7020 9790 EPDXY (HGT3 FOR 3-PLY) EPDXY (HUGT3 FOR 3-PLY) OFRAMETO H FGTR w/(18) IW x3" SDS WOOD SCREWS 3400 RFUS W/ (12) WS3 WOOD SCREWS AND MASONRY AND (2)12'x 5" TTTEN HD ANCHOR BOLTS 4725 (4)3/4"x6-WEDGE-BOLT 7100 (1)LGT2w/(16)lWSINKERS Ji FRAME TO 0)1/4"x2-lWlrEN2 17M 2D30 MASONRY SEE NOTE #6 BELOW) J2 FRAME TO (2) LGT2 W/ (32)16d SINKERS 8 (14) 114" 2 IW TITEN(2 PLY TRUSS) 3500-M 4080M (2) LUGT2 wl (32) l6d SINKERS & (10) 3100.M 3100.M MASONRY/ FRAME x OR (28)18d SINKERS FOR FRAME (EA) 3240-F 3770.E 114" x 3" WEDGEAOLT(2 PLY TRUSS) OR (32) IN SINKERS FOR FRAME (EA) 3800-F 4520-F FRAMETO (2) LOTS w/.(24) 1W x 3"SDS SCREWS 8(5)16d 8670.M (2)LUGT3 w/(24) 1/4' x 212" WS25 6480.M 70MM J3 MASONRY/ FRAME (2 FLY TRUSq4730-M OR (62)18tl SINIDiR9 FOR FRAME (EA) SINKERS FOR E10-F MO.F 3CR(W10d SINKERSFOR FRAME IEA)) OR (58)18tl 31NKEft3 FOR FRAME (EA) 64W-F nlO-F 0 BEAM TO HU410 OPT HUG410 w/(18) 1 GO&(I III lDd G#2890 HD410 OPT H04101F wl(20) 1W&(10)10d Gk3080 BEAM NAILS WISH NAILS U#1950 OBEAM TO HU410 OPT HUC410 w/(19)TITEN GN4500 HD410 OFT HD41 MF wl (20) IW x r G#3355 MASONRY 1/4"#3M"&(10)10d NAILS U#1800. WEDGE -BOLT & (10) 10d NAILS I U#850 O BEAM TO MASONRY/ HU46 OFT HUGE W/IS) 10d NAILS& (12)1/4"x23/4"TITEN(TOMAS.) G#1540 U#980 G#3000 HD46 OPT HU48 W(6) 1Od NAILS B G#1625 G#2015 FRAME OR (12) ISO & (6)10d (FOR FRAME) SYP-F U#1135 SYP.M (12)1M"x23/4"TAPCONS(TOMASJ OR (12)1Sd & (6)1Od (FOR FRAME) U#1030 SYP{ UNS50 SYP-M FRAMETO (2)HETA16OPT.D)HETA20 ' ISM 1920 7820 (2) HTA16 OPT (2) HTA20 1870 0 MASONRY 17LY wl (10) 10d x 11/2'1920 OR 1-PLYw/(10)1Ddxl llr OR �0 2-PLYW(12)lw 2-PLYwl(12)16d HTSM16 WI (8)10d NAILS AND (4) 114 bQ 1/4" 955 1110 HRNM16W (8)10d NAILS AND (4)1/4'xl aW 110 1225 FRAME TO TAPCONS - WEDGE -BOLT 0 MASONRY OR OR HTSM20 W (10)10d NAILS AND(4)d/4"X! 1/4' 955 1110 HTWM20 w/(10)IOd NAILS AND (4) 1/4NI34- TAPCONS WEDGE -BOLT 1145 1228 FRAMETO H108 w/(8) 8d xl 10 NAILS AND (2) 3/8"xd" 0 MASONRY TITAN HD 7� 910 FRAME TO DTT2Z wl (8) Iw xi 12" SOS WOOD DTB4Z wl(8)1/4'.112' WSI 5 WOOD O MASONRY SCREWS AND (1) Ur O A.T.R. EPDXIED w/ IBM 2146 SCREWS AND (1)la"O AT.R. EPDXIED Yd 15T0 1835 SIMPSON "SET"ISEE NOTE #4) . SIMPSON-SEr (SEE NOTE #4) FRAME TO HTT5 w/(26) 16d# 12" NAILS AND (1) Sir 0 HTT45 w/(26)led # 12" NAILS AND (1) 0 MASONRY A.T.R. EPDXIED w/SIMPSON ^SET" 4375 5090 5WO AT.R. EPDXIED w/ SIMPSON-SEr - 8005 (SEE NOTE N BELOW) (SEE NOTE 84 BELOW) TO HTT4w/(18)16d# 12" NAILS AND (1) 518' B HTT45 w/(18)16d#VC NAILS AND II) 0FRAME . MASONRY A.T.R. EPDXIED w/SIMPSON 'SET' 3640 4235 5/8.0 AT.R. EPDXIED w/ SIMPSON'SEr -. 4160 (SEE NOTE N BELOW) (SEE NOTE 94 BELOW) OT FRAME O FRAME H10Sw/(24) 10d x11/2"NAILS 785 910 LUGT1 W(23) SO X112"NAILS 875. 1045 0 FRAME TO HM9KT w/(4)1/4"xl 1W SDS WOOD FMSM w0(9) 10d x 112' NAILS& MASONRY SCREWS & (6)114W 1W TAPCONS 760 780 (4) IW x 1314"TAPCONS 1395 1395 TO VGT W/(16)1/45d4" SDS WOOD SCREWS& OFRAME V MASONRY (1) 5/88 A.T.R. EPDXIED w/SIMPSON "SET" 3555 4940 w/ 12'MIN. EMBEDMENT (2)VGT w/(32)1/4"x3' SDS WOOD SCREWS OFRAMETO MASONRY &(2)SWO A.T.R. EPDXIED W SIMPSON 5170 7185 "SET" W/ 12" MIN. EMBEDMENT VOT d (16)1/4"A3' SOS WOOD SCREWS 8 0 FRAME TO HDU43D(10)1/4SDS WOOD 3289 4565 MUGT15 w/(22) 1Ud NAILS 6 HTT45 w/(18) - g18p FRAME SCREWCREW38(1)SWB'B EA.AT.R. Wd NAILS 8(1)SIB"B A.T.R. O FRAMETO (2) HTT5 w/ (M 16dW i2" NAILS & 4375 (2) HTY45 W (52) I&rx212" NAILS FRAME (1) 518"B A.T.R. (SEE NOTE #4) & 5090 & (1) SWO AT.R. (SEE NOTE #4) - SOTS l'_FNFRpI lV1NNFMlIR Nl1TFA 1. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALLS/ BEAMS W(2) 12d TOENAILS 2. ALL TRUSS TO TRUSS CONNECTIONS ARE PROVIDED BY TRUSS MANUFACTURER, U.N.O ON PLAN. 3. Q.C. MAY USE EITHER SIMPSON OR USP CONNECTIONS, SEE FRAMING PLAN FOR CONNECTOR CALL OUT, 4. FOR SINGLE PLY TRUSSES, SCAB ON FULL HEIGHT SYP#1 2-YA' TO TRUSS VERTICAL WEB w/ (2) ROWS OF 10d NAILS 0 3" O.C. STAGGERED. S. MINIMUM A.T.R. EMBEDMENT: 6- EMBEDMENT FOR I0AT.R.&'EMBEDMENT FOR 5/9"A.T.R. r EMBEDMENT FOR We A.T.R. (IF AT STEP, DEPTH IS FROM LOWER SLAB). 6. SCAB TRUSS CHORD w/4'-D"2x SYP #2(MATCH CHORD LUMBER SEMI wl (2) ROWS 1 Od 8D 4• FROM END& 4- O.C. STAGGERED; CENTER AT CONNECTOR LOCATION AS MUCH AS POSSIBLE. AO MINIMAL CONNECTOR UNO ON FRAMING PLAN 1. CONNECTION FOR ALL ROOF FLOOR TRUSSES TO MASONRY WALL& LINTELS/ ICFWALLS UNO ON PLAN 2. CONNECTION AT 24"OR 37 O.C. PENDING VERTICALS FOR ALL FLOOR TRUSSES PARALLEL TO MASONRY WALLS SEE DETAIL FBl2/D3FOR MORE INFORMATION 3 CONNECTION FOR ALL HIP JACK (CORNER JACK) TO MASONRY WALL&ICF WALLS/UNTELS 4. CONNECTION FOR ALL CONTINUOUS RIM BOARD TO TOP OF MASONRY AT 32. O.0 MAX. W/(2) AT EACH CORNER. G.C. TO VERIFY LOCATION DOES NOT CONFLICT wrrJI (IF APPLICABLE) LAYOUT S. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALLSEAMS W/(2)12d TONAILS OB MINIMAL CONNECTOR UNO ON FRAMING PLAN 1. CONNECTION FOR JACKTRUSS TO WOOD WALL OR BEAM 0 MINIMAL CONNECTOR UNO ON FRAMING PLAN 1. CONNECTION FORALL TRUSSES TO INTERIOWEXTERIOR BEARING WOOD WALLS AND/OR BEAMS ROOF FRAMING NOTES 1. SHINGLE ROOFING SYSTEM OVER MIN. 7/16" OSB ON PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. (SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPE AND OTHER INFORMATION. 2. THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSB EXPOSURE 1 SHEAT HING HING 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 R905.1.1 NO IF ROOF TRUSS LAYOUT SHOWSSE S,T IS LAYOUT HAS FRAMER BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FDS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 C.M.U. OR ICE WALL SEE TYP. WALL 2x4 P.T. FASTEN TO C.M.U. W/ 11/2' LONG T-NAILS @ 2'-0" O.C. SECURE J-CHANNEL @ 12" O.C. O 3 'ttelultex2 �g10A' N 87864 o V 0 ri .• ,•(• 'gFJae C Jl.a9'sHSt g m ECID c aOES 0 -T N10 OG ti c g m8mm@ l 75 ffi $. Q o .-I $ In pNp Oro pap � y g"` U�ERw O ri � D' 1"l?- u2 wP�g O.aLL ul a .0 esP Q ¢ .. 0#� W ii1 06(i aazY a FL 3 of a Y .J32 §lgKll w 8 W w � W� ,?c r DO Go in D3 m= 0 '12 EpR Z'� `�-' a i as o 6@eLL �° �a y it °g 9 w WWW.FDSENG.CGM 1113 ❑ ❑ 120 ()1 m Z C4 M z m °p N c z d1 ¢ o 3 a a:78 z o (� Ir �JI o o 2 Uro w E E U o E Y _ w 8 Ln c m D to `- m aD c � U L° N E N iw- O Yn 2 p y U �0 I 'd' Y QQ ® DAMS HOMES v FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 I PORT ST. LUCIE Ivi Job Information. a rinolo M p Y 0 O `m am N a 3 � 1'4" ROOF ¢ 0. , TYP.ui a c 1a 2 t` M ei Lol : ql o L---METAL DRIP EDGE seo •2 x SUB -FASCIA o B 0 _I W <O 00 o ALUM FASCIA N J m 0 0 I'L- m � Model Name /Number. x CONTINUOUS VINYL ®G.C. SHALL VERIFY SOFFIT MATERIAL CAPAaTY TO RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING WIND PRESSURE TYPICAL SOFFIT SUPPORT DETAIL 3/4"=1'-0" i; c N m � V Plan Issue Date: Monday, December 02, 2019 tl KA PROJECT NUMBER: 19-7728 Y Sheet: Of: 0 N ULU ROOF PLAN B LINTEL BEAM: 1 COURSE LINTEL BLOCK W/ 1 If 5 BAR & 3000 PSI GROUT, MIN. 25" LAP (ACI 530) CONC. SLAB SEE FOUNDATION PLAN FOR MORE INFO — 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 0 LOCATIONS SHOWN ON THE FOUNDATION PLAN AND FLOOR PLAN. MIN. LAP 25' (ACI 530) TOP OF SLAB MS021 TYPICAL SHEAR WALL SECTION I N.T.S. I TYP. TIE BEAM W/3000 P.S.I. CONC. W/1 #5 REBAR CONT. SIMPSON SP4 W/(6) - 10d X 11/2 SP6 OR SP8 FOR 2x6 AND 2x8 WALLS `DOUBLE 2x TOP PLATE STANDARD HOOKS SEE MS05 FOR MORE INFO TYP. FILLED CELL W/3000 P.S.I. CONC. W/1 #5 REBAR VERT. INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL 8" C.M.0 2"x #2 SYP/SPF P.T. W/ (3) 1/2" 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 TIX-DNI NAILS 2x BASE PLATE SEE PLAN FOR MORE INFO MS03IFnnlvlc %Ln1/z xa/.+„"nry vv. t_ , I N.T.S. n1 nAACnKIDV nKl NIC(`TInNI nCTAII #5 REINF. 20" MIN, LAP BAR 9 'gZ13 OR#4REINFORCING ti8 BAR #3&#41dP x_P .F 25" MIN. LAP #5 STD. 90° HOOK 6 #5 REI #R I AP SPI ICE SCALE:1"=1'-O" M #6 REINFORCING BAR * GRADE 40 U.N.O. #6 I AP SPLICE I MS051 REBAR SPLICE DETAIL - GRADE 40 I N.T.S. I ATTACHMENT RE UIREMENTS SIZE TAPCONS SPACING # ROWS 2 x 4 1/4" X 2A4- 12" D.C. 1 2 x 6 1/4' X 2-A" 12" O.C. 2 2 x 8 1/4' X 21W 12" O.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. PRECAST .LINTEL (2) 2X P.T. — BUCKS W/ 1/2" O.S.B. BETWEEN FASTEN Pr2 NAILER TO MASONRY IF II I IF DOUBLE 2X NAILER IS USED, USE 1/4"X 41/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED i I MS11I 2x BUCK DETAIL I N.T.S. I FORM & GROUT SOLID Lu \U 0 8F12-1 B/1T #5 BAR CONT. RMS5 12" LINTEL DETAIL 3/4"=1'-0" T LINTEL CHART w GRAVITY & UPLIFT LOADS FOR: ADAMS HOMES MODEL 2020 B 3 Car'- Lanai STANDARD LINTELS LINTEL MARK LENGTH SAFE GRAVITY LOAD (# PLF) APPLIED GRAVITY LOAD (# PLF) SAFE UPLIFT LOAD (# PLF) APPLIED UPLIFT LOAD I# PLF) - BEAM COMPOSITE 1 T-6" I' 6113 168 3524 105 8F16 - 1B 1T 2 4' 4" ' 5206 - 168 2362 105 8RF14 - 1B ;1T 3 4'-6" 6113 770 1 2707 471 ' 8E16 -1B 1T 4 5' 10"; 4360 168 2080 105 81`16 - 1B 1T 5 T-811 1843 168 "1136 105 81`16 1B 1T 6 17'-4". 950 110 405 93 8F16 - 1B 1T MIN. 7 9' 4" ' 1843 134 1136 106 81`16 1B 1TMIN.. GENERAL NOTES 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THROUGH OUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN, 4" BEARING EA. END ALL RECESSED LINTELS TO HAVE MIN. 8" BEARING EA. END 4. * LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT FOR FOR APPROVAL. 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. GENERAL CONCRETE LINTEL APPROVED LINTELS: CASTE-CRETE, QUALITY PRECAST, LOTTS, PRO-CRETE F= RUED WITH GflOUT / V = UNFILLED #5 REBAR AT TOP MIN ISI REQ'D R=RECESSED QTY. OF #5 CLEAR REBAR 4 B070M �OF LINTEL CAVITY x M TOP KNOCK OUT LINTEL BLOCK 8F16-113AT ¢ COURSE o x= .x ro GROIR NOMINAL QUANTITY OF MOTH #5 REBAR AT �� #5 REBAR AT BOTTOM OF NOMINAL TOP c LINTEL CAVITY HEIGHT BOTTOM REINFORCING 7-5/8 ACTUAL PROVIDED IN LINTEL VARIES) TVPF DESIGNATION 8" NOMINAL WIDTH GFNFRAL CONCRETE I INTFI. MATFRIAI S �NFRAI INSTAI I ATION NOTES 1 fc precast Ilmela _ 35M in 1. provide full mortar head and bed joints. 2 tic prestressed lintels _ 6000 psi. 2. Shore filled lintels as required. 3, grouted per ASTM C476 fg = 3000 pal w/ 3. Installation of lintel must comply with the amhftecturel and/or structural drawings. 4, maximum 3/8" aggregate and W to 11" slump. 4. LLUmels are manufactured win 51/2" long notches at the ends to accommodate 5, Concrete masonry units (CMU) per ASTM C90 w/ Vertical cell reinforoi R and groWog. minimum net area compressive strength =1900 psi. 5. Al lintels meet or exceed L/360 vertical defection, except lintels 17'4" and 6. Reber per ASTM A615 Grade 60, longer with a nominal height of 6' most a exceed t/380. prestressing Shand per ASTM A416 grace 6. Bottom fold added rather to be located at the bottom of the lintel Cavity. 7. 2701ow relaxation. 7. 7/32` diameter wire sorrupe are welded to the bottom steal for mechanical anchorage. 7/32 wire per ASTM A510. 8. Cast-inplece concrete may he Provided in composite lintel in lieu of concrete 8. Mortar per ASTM U70 type M or S. masonry units. 9. Safe load ratings based on rational design anslyeis per ACI 318 and ACI 530 10. Florida Product Approval No. 158.1 11, The extedor surface of lintels metalled in eAmor concrete masonry walls shell have a coating of stucco applied in accomance with ASTM C926 or other eppvoxed costing. 12. Lintels loaded simultaneously with writes] (wavily and uplift) and horizontal (lateral) leads Shodd the checked for combine loading with the following equation: Applied Vertical load ; Applied horizontal load < 1.0 Safe Vert,.-, load Safe horizontal load — MOO 070 8RF6-OB/1T 8F8-OS/1T O O O O 8RF1418/1T 8F16-1B/1T .0; OC D O o O 8F20P18/1T O:t ' D O 01 O O 0 SRF22-1B/1T SF24-1B/1T Q © BEES 1B/1T 0. o O 8F32 1B/1T 0 HURRICANE ANCHORS (TYP- REBAR ON BOTH SIDES OF OPENING U.N.O. PROVIDE KNOCK4UT BLOCK FOR FIRST COMPLETE CMU COURSE BELOW SILL & FILL SOLID W/ (1) 06 BAR FOR ALL WINDOW OPENINGS 6'-S" AND LARGER-- "U" LINTEL w/ 3000PSI CONIC. JGS SEE GENERAL CONCRETE 'HEDULE FOR REQUIRED aa' 90 DEGRI E 3000 P W/1 #5 8"x8"x 16, CMU U.N.O. /—GROUT SHALL BE FLUSH / WITH TOP OF WALL 1W STD. 90 HOOK i00K q S N —SEE FOUNDATION 4 FOR LOCATIONS PLAN MSO1 I BLOCK WALL REINFORCEMENT N.T.S. LINTEL PLAN SCALE: 1/4' =1'-O" ALL ELEVATIONS TYP. BOND BEAM 8"x8'x 16'K.O. LINTEL BLOCK FILL W/3000 P.S.I. CONIC. W/1 #5 CIA REBAR INDICATES FILLED CELL FROM FIG. TO BEAM WITH 1 #5 BAR MIN. TYP. OOWEL 25" MIN. LAP (ACI 530) r @ a �WWW.MSENG.COM (I M O r z M W Z Z o ,0 m Q _,0 Z ia /W\UL 4­1J w E E lJ _ th uuu y Ww Q O C m_ V,_amf— U OmNE wpo 2 OO W c p rn D Q it T O °00 oA nAMQ'', .YAMC!C N 0 m °rob c O rn FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 PORT ST. LUCIE IVI Job Information: N C O laaaaaaass m ca W V N > > 'a Q O N (y) e-1 u' N z I—Y )M �t a 0JLu=) m o J m (n U) GD u IVI Model Name / Number: VJ Plan Issue Date: N Monday, December 02, 0 V1 KA PROJECT NUMBER: r 19-7728 T Sheet: S-I 0 N L M LINTEL PLAN 2019 Of: 1/2" DRYWALL —� CONNECT ALL 2x STUDS TO TOP PLATE WITH (4) 16d TOENAILS 1/2" DRYWALL yQPTION: MAXIMUM OF (3) - 2X PLATES MAY BE ADDED BELOW THE HEADER W/ EACH PLY ATTACHED W/ (2) ROWS OF 16d NAILS AT 8" O.C. ALUM FRAMED WINDOW w/ SCREEN - (G.C. TO VERIFY W/ FLOOR PLAN LOCATION OF OPENINGS IN EXTERIOR WOOD WALLS. IF NO OPENINGS ARE INDICATED, FULL STUDS ARE REQUIRED). NOTE: 44" MAX. SILL HGT. ON ALL BEDROOM WINDOWS. 1/2" DRYWALL SEE ENERGY FORM FOR WALL INSULATION REQUIREMENTS — WOOD BASE SEE FOUNDATION PLAN FOR SLAB INFORMATION -SEE ENERGY FORM CALCULATIONS FOR INSULATION REQUIREMENTS PROVIDE BAFFLES AT EAVE -FIBERGLASS SHINGLES OR TILE ROOF (PER ELEVATION) OVER APPOVED UNDERLAYMENT PER FBCR 905.1.1 OVER APA RATED STRUCTURAL SHEATHING (SEE STRUCTURAL NOTES FASTENED TO TRUSSES PER ROOF NAILING SCHEDULE) -TRUSS ANCHOR (SEE PLAN) TO BE INSTALLED ON OUTSIDE FACE METAL DRIP EDGE - 2X SUBFASCIA - SOFFIT. SEE ARCH. PLANS - SEE PLAN FOR HEADER SIZE EXT, EXPOSURE 1 O.H. 15/3 WALLALL B W/ ALL EDGES BLOCKED. SEE ELEV. SEE TB13 FOR NAIL ATTACHMENT. (OPTION) STAPLE: 16 GA. 1 3/4" STAPLE @ 2" O.0 EDGES AND FIELD. • =111_III I=II�1_111oI1I�I - =�1=1111=11_11111=.I1 11 •'' 1=IT=t IT CLEAN II 11— • FILL -I SEE FOUNDATION FOR FrG REQUIREMENTS -CEMENTIIIOUS DECORATIVE FINISH 7/8" THICK PER ASTM C-926-98A -2X STUDS (SEE FLOOR PLAN FOR MORE INFORMATION). SEE TB13 ON SHEET 6 FOR NAILING INFORMATION FOR WALL SHEATHING. -P.T. 2X #2 SYP. BASE PLATE w/ 1/2 x 8 A.B. (OR 1/2" x 8" TTFEN HD) w/2" WASHER AT 32" O.C. MIN. 6" FROM END - SEE WS07 FOR TERMITE SHIELD TOP OF SLAB _ NS02 I TYPICAL WALL SECTION EXTERIOR FRAME 3/4" = 1'd 2x6 #2 SYP P.T. 0 W/ (2) %"x5" WEDGE ANCHOR 0 OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT W/ WASHER. MIN. 6 PER TRACK TO JAMB. (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" U "J" BOLTS WASHERS SET IN FILLED CELL W/ #5 TYP. FILLED CELL VERTICAL MIN. 5 PER JAMB. o SECTIONAL ® OVERHEAD DOOR :. `CONT. P.T. #2 WOOD SYP 2" X 6" TRIM o 2"x6" P.T. WOOD JAMB q DOOR AND CONNECTION PER GARAGE SLAB GARAGE DOOR MANUFACTURER TYP. GARAGE DOOR TRACK MOUNTING DETAIL no ° co WS12 I OVERHEAD GARAGE DOOR ATTACHMENT N.r.s. , , i 12 SEE PLAN , PRE ENGINEERED WOOD TRUSSES @ 24" O.C. , i i 1/2" DRYWALL) FELT PAPER OR TRUSS PLATE 3/4" P.T. NAILER- 1/2" DRYWALLS CURTAIN NAILER- 1 x 4 P.T. @ WINDOWS 1 x 8 P.T. @ S.G.D. PRECAST "U" LINTEL - SEE SCHEDULE NOTE: 4,l MAX. SILL HGT. ON ALL BEDROOM WINDOWS. , WINDOW SAAF�' PER SPECSuINSULATION PER FBC ANHFORM SUBMITTED WITH yAPPLICATION PROVIDE B'rEAVES (FOR VENTED ATT1 x 2 P.T FU1 x 4 P.T. BASE NAILWOOD BASSEE FOUNDSLAB INFO aI \: ' SEE PLAN FOR RE -BAR QUANTITIES SEE PLAN INSULATION PER FBC AND ENERGY FORM SSUBMITTED WITH PERMIT APPLICATION PROVIDE BAFFLES AT EAVES (FOR VENTED ATTICS) FIBERGLASS SHINGLES OR TILE ROOF (PER ELEVATION) OVER APPROVED UNDERLAYMENT PER FBCR 905.1.1 OVER APA RATED STRUCTURAL SHEATHING (SEE STRUCTURAL NOTES FASTENED TO TRUSSES PER ROOF NAILING SCHEDULE) TRUSS ANCHOR (SEE PLAN) SEE PLAN FOR BRG. HT. METAL DRIP EDGE 2X SUBFASCIA SOFFIT. SEE ARCH. PLANS 8x8x16K.0. LINTEL BLOCK O.H. W/ (1) #5 DIA. REBAR & SEE ELEV. 3000 PSI CONCRETE FILL CELL -(1) #5 DIA. REBAR W/ 3000 PSI CONC. ALL LOCATIONS SHOWN ON FOUNDATION & FLOOR PLANS ALUM FRAMED WINDOW W/ SCREEN PRECAST CONC SILL EXTERIOR FINISH - �- (SEE ELEVATIONS) FTG. DOWEL #5 DIA. REBAR 17" IN CONCRETE - 25" EXTEND (ACI 530) ABOVE SLAB. ALL LOCATIONS SHOWN ON FOUNDATION PLAN TOP OF SLAB SEE FOUNDATION PLAN WS01 I TYPICAL WALL SECTION - 81, CMU 3/4"=1'-0" SIMPSON HETA 16 EACH NOTE: DETAIL CD22 / S•2 MAY BE SUBSITUTED FOR THIS DETAIL - UNLESS NOTED OTHERWISE AN -C. =1 ENTRY CMU COLUMN/BEAM N.T.S. 2 X 4 P.T. PLATE KEEP IN 3/4" FOR SHEATHING AND LATH WITH FINISH (TYP.) ALL SIDES Oo 1/2" x 8" J-BOLTS— (1) CENTERED EA. SIDE w/2" WASHERS (TYP.) SIMPSON LSTA30 w/11-10d TO BEAM & TO FRAME BELOW d � pp op OaN av 4 � OO \p ohs 0 i PLAN Al -Al (TYP.) FRAME FOR BUILT-UP CORNERS min (3) 2x4 OR 4x4 w/ 2x4 POST UNDER EA END OF SUPPORTING BEAM. NAILED w/ 8d NAILS @ 6" O.C. (TYP.) FRAME FOR COW NERS FOR NON LOAD ` BEARING SIDES NAILED �j w/ 16d NAILS @ 8" O.C. (TYP.)4 COURSE HIGH A.F.F. CMU BASE FILLED w/ CONC w/ (4) VERTICAL RENF w/ HOOKS INTO FIG & AT TOP OF COLUMN SEE FLOOR PLAN FOR BEAM SPEC. SIMPSON HETA20 Al Al BUILT-UP CORNER MIN (3) 2x4 w/10-10d TO COLUMN OR 4x4 POST w/ 2x4 UNDER POST EACH END OF BEAM NOTE: 2 X 4 P.T. PLATE BOTTOM STRAPS MUST BE INSTALLED ON INSIDE OF COLUMN. DO NOT BEND*�. STRAPS UNDER PLATE. PLACE STRAPS IN FILL CELLS w/#5 REBAR :: U p Y °; (TYP.)4 COURSE HIGH CMU BASE • FILLED w/ CONC - SEE PLAN FOR SIZE. TOP OF COLUMN BASE - 2'-0" AFF NOTE: DETAIL CD21 / S-2 MAY BE SUBSITUTED FOR THIS DETAIL. UNI•ESS NOTED OTHERWISE CD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE N.T.S. CN �• N 87864 ;ir po`i cc E ° S ATTE OF v t? ON g�mm $m N f0 U] b 0D ash E s W F M .-i m 'o allo �Ec � w�m y D��nrn LL LL LL mm D��� w 8,3 L FoiSI W. m- NsN5 � OCJL wLLa og o 6LL�w`� a OQ \o{5 a 0 8C' Q=8�O pzpI g wm. p W Worn Ym" EHt m 3 0 m 0l s'ae&E'} LL LL® 2A Zr<m d g a g 00 KEN¢ m&m t 0 J m2 .= € ;'� m NNh1JY.FDSENG.COM ❑��❑ O m 0 W 10 Z Q N ` W 0 ILL Zz s o ■ 2 - X W QU w o � c m to = cm E r o m yy> 2 p N Q to �t rnowo o • A 1:� , S DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 i DIVISION LOCATION: i PORT ST. LUCIE IFV Job Information: a 0 o y M m O N v Y a z � a mLU a Q o > 'a O 0 N a) r m z HUm o d o O J W� (fl O 6 J m (I) U) 00 rn V I Model Name / Number: d Plan Issue Date: Monday, December 02, 2019 � V KA PROJECT NUMBER: Y 19-7728 a o Sheet: S-2 Of N TYPICAL FRAMING DETAILS` I i I , U C N N N U Q C N N d Y `o 0 N N_ N C 3 y N 6 N U 5 L 3 ,,`.09.91177Tprrrr ,��� gl O TO rasa rn •^ "= No 8 H& 1 cNi T • — PROVIDE 2x4 ON TO t r ^ (1" a OF 2x8 TO BLOCK OUT 2 ROWS 12d @ a �+ E TOP PLATE ATTACH W/ 3" O.C. OUBLE 2x4 o r Sj A E 4F U (2) 12d NAILS O.C. TOP PLATE a Q•�` fi �P• �'�-'`4• (SOLID BLOCK w/ 2x6) c s",d��4 .4 O iR ..•yC3��* Sg2x4 STUD c PER PLAN 2x4 BEYOND AGAINST 2x8 STUDS OP SPLICE o NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OUBLE 2x8 TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. TOP PLATE n SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN o TOP PLATE W I'd 2 1 2" x 0.131 NAILS (SIM, w/ 2x6 E * NOT REQ'D. WHEN QT SYSTEM IS APPLIED ) 2x4 w/ 2 ROWS OF @ $ - $ N m m m STUDS 12d NAILS @ 3" O.C. m s m `i ti m m TOP PLATE TRANSITION wooD BEAM SEE SIMPSON HUC410 OR (2) = gym F. W N a0 PLAN FOR SIZE ,y .$ Qoti ° PIPE OR DUCT w/ OUBLE 12d TOHOC210 w a ,� o m qN c w LL LL BUILT-UP COLUMN D � m � � PENETRATION THRU TOP SPLICE , "� ' SUPPORT COLUMN BUILT-UP MIN. yyo _ 8 t n z`o w d TOP PLATE w/ MORE �� ', (3) 2x4's OR 4x4 W/ (2)-10d d # S Q am a w Uj THAN 50% OF TOP ROWS 12tl , NAILS @ 8" O.C. EACH PLY c" : g !0 ; a o PLATE WIDTH INSTALL ^ SHOWN AS 4 x 4 10 L= a.51 < z SIMPSON PSPN516Z @ 3„ D.C.O'' ( ) ; 1 � � R ]13 E W N sx M o W/ (12) 16d NAILS TYP. �' (2) SIMPSON HETA20's d R 8 s" 8. W m M m o 0 , �.+. ,, w/(12)-16d EA, TO COL. Y "w:-a W TOP & BOTi. +'i 'i� ALT: (2) MSTAM36 STRAPS o a P Z NOTE: @ALL EXT. CONDITIONS ATTACH 2x STUDS OTTOM SPLICE TYPICAL BLOCK CENTERED W/ (13)-lOd NAILS r ' E 89 0 0 `� ¢ p vi = TO TOP PLATE W/ (4) 16d TONAILS (2) ON U OVER STUD WALL `:" Ea TO COL. o. 8 WIS a O SIDE TYP. TOE NAIILS MAY BE SUBSTITUTETIE BEAM o yAyTy FOSENG.COM ❑ El(1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO o ` TOP PLAT/2" x SYSTEM NAILS �'0 $ * NOT REQ D. WHEN QT SYSTEM IS APPLIED m 1 z n an NOTE: W z m po PLATE LENGTHS MUST t /� Z m N O (EAST 8'-0" LONG. TYPICAL 5 /W� \ a a � L J WF17 TOP PLATE SPLICE DETAIL 3/4"=1'-0" CD04 BEAM @ RAISED ENTRY MASONRY WALL N•Ts. a s z° 0 J�1� J1�IL o V) c� a V V 2x8 SYP #2 E �� w, TOP &BOTTOM U ATTACHED W/ d WO c m (1) ROW 16d 2x6 SYP. #2 d NAILS @ 16 O.C. RIPPED -- SIMPSON HUC410 ----------------• �� mo E m ; BUCKET SEE ROOF , , m f0 ro PLAN FOR MORE INFO m o = 5 1„ BOX HEADER DETAIL o v, SEE ROOF PLAN —' v N o of ^ FOR BEAM SIZE c N a s * CRIPPLES MAY/MAY NOT BE PRESENT. & CONNECTION INFO a 0) m Igo IT IF ONLY (1) KING 7/16" O.S.B. VERIFY HEADER ELEVATION 3 JACK USED AT EA. SIDE Q EACH SIDE OF 2X BLK'G. OPENING G.C. TO W d 2.8 W/ INSTALL (3) TITEN HD. EA. END (2) 2 x 4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x 6 LAMINATIONS W/ (2) 5/8" x 8" EQUALY SPACED ROW OF STAGGERED 10d COMMON WIRE NAILS ROWS OF STAGGERED 16d COMMON WIRE NAILS ROWS OF STAGGERED I6d COMMON WIRE NAILS PER SIDE INTO CMU AT (D = 0.148", L= 3") OR EQUAL (ONE INTO EACH OUTSIDE FACE) (D=0.162",L=31/2")OR EQUAL (ONE INTO EACH OUTSIDE FACE) (D=0.162",L=3-1/2•)OR EQUAL JACK TO HEADER, NO BASE EDGE VIEW HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL JACKS KINGS ]ACKS KINGS SIZE EA END EA END EA END EA END LESS THAN 4' (1) (2) 1 2) >4' BUT <9' (2) (3) (2) (2) 10'-0" - 16' 3 4 3 4 HEADER ANCHOR -- -- 1 - - 2 DAMS HOMES NAILED TO TOP PLATES, SEE FLOOR PLAN i MI L':.- HEADER & JACK _ _ _ _ _ _ FOR COLUMN SIZE & -- --- - BASE CONNECTION INFO ° FLORIDA CONTRACTORS LICENSE NO. CRC1330146 HEADER SIZE RgFTERI TIES OPTION A OPTION B 3000 GULFBREEZE PARKWAY & GRADE 1/2" OSB FLITCH PLATE EACH END REQ'D ONLY WHEN INDICATED = GULFBREEZE FLORIDA 32563 SEE FLOOR PLAN FOR m SEE PLAN FOR ON BEAM SCHEDULE/PLAN BEAM SIZE (2) LSTA 30 COLUMN SIZE &BASE n DIVISION LOCATION: CONNECTION INFO 1) ADJACENT NAILS ARE DRIVEN FROM 3) FOR 4-PLY, PROVIDE I/4-DIA. x51/2"LAG OPPOSRE SIDES OF THE COLUMN. SCREWS OR EQUAL (SPACE A$ SHOWN FORS !-Y) 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NOS SECTION 15.3 FOR THE THICKNESS OF THE LAST LAMINATION. ADDITIONAL INFO. WF37 TYPICAL COLUMNS DETAILS N.T.S. CONNECTOR REQUIRED ) 16d SEE PLAN SP4 AT COMMON NAILS(TYP) FOR WLL 24" O.C. 't HGT. 2X CRIPPLES @16"O.C. SEE SCHEDULE W/ SIMPSON SP2 TYP. TOP AND BOTTOM 2-ROWS 12d NAILS STAGGERED@ SECTION A -A d N L PORT ST. LUCIE . lob Information: SCALE: 11/2" = 1'-0" FOR OVERHANGS GREATER THAN • : FILL 1ST. 4 COURSES 11/2" CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) F.F. OVERHANG x: CMU FOR OVERHANGS BETWEEN 5/8" TO 11/2" OWNS F/o�� OSB W1 6d NAILS @TO SIDE & TOP NAILER EACH END TYP. '-2x4 SPF CONTINUOUS BLOCKINGATTACHED I TO 7/16" OSB W/ :d NAILS. SEE DETAIL ABOVE SEE f V • • • ROUND/ SQUARE TRANSOM BOX HEADER —J EACH END L• / 3- * WHEN STUD LENGTH IS LESS THAN 12" USE FACE OR3-ROWSni 12d NAILS STAGGERED LSTA30 STRAPS AT EACH STUD WRAPPED OVER @ 12" 0/C FOR 2 x 10 OR GREATER HEADER j�jj A I f A m v ON O TOP PLATE & NAILED TO HEADER EACH SIDE SEE PLAN FOR o :1- -. _ -.; TOP OF BEAM s y FILL ALL HOLES IN STRAP DOUBLE 2 x #2 SEE ROOF PLAN n S.Y.P. HEADER W/ BEAM SIZE & _FORg "> a G> 1/2" FLITCH PLATE INFO Uj lOd NAILS @ HEADER. (U.N.O.)., ,CONNECTION s " O 8" O/C TYP. ' E tf FILLING AND BLOCKING AS m M L� a) 2 DOUBLE 2 x 4 CRIPPLE STUD REQUIRED FASTENED TO HEADER W/(2) ROWS SEE FLOOR PLAN FOR SIZE & BASE ° m a COLUMN TYPICAL (U.N.O.) OF 12d @ 16" O/C UNLESS CONNECTION INFO O J LIJ C NOTED OTHERWISE y J r ^ 00 L.I_ v/ 2 x 4 STUDS TYP. m rn Model Name / Number: SIMPSON HTT4 W/ (18) CMU 16d NAILS & A EXPANSION ANCHOR o '� Plan Issue Date: W/ 6" EMBEDMENT U.N.O. O,o�• j OR `N OR 8 1/2" AT GARAGE Monday, December 02, 2019 STEP DOWN •EE FOUNDATION m KA PROJECT NUMBER: of * HOLD DOWN CONNECTIONS . PLAN FOR MORE NOT REQUIRED @ BEARING P.T. BOT. PLATE INFO A NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ'D.I WALLS WITHOUT UPLIFT 19-77 S WINDOW OR DOOR OPNFG o Sheet: �-/� Of: MS18 RETROFIT WALL OVERHANG DETAIL N.T.S.WF39 TRANSOM DETAIL AT ENTRY 1/z"=r-o" WF09 WALL HEADER DETAIL N.T.S. CD11 COMMON BEAM ATTACHMENT N.T.S. v{ U I VETAILS Is I *DIAGONAL SPACED AT 20'-0" O.C. MAX ' TO BE LESS THAN SAME SPACING AS BOTTOM CHORD LATERAL BRACING OR EQUAL TO 45° ' - �_��V`_'i �L.l i7 I MINIMUM 2„x4" ' CROSS BRACING (SEE PLAN FOR _ - • ^� ' ". �'� LOCATION) . ,.�'' r• BLOCKING 1 i I 1 , N 1 I" Ym 1 1 N ° 1 N (3) 12d a PER JOINT 1 m CONTINUOUS LATERAL BRACING- m NAIL OVER X-BRACE AS SHOWN- - d s ' INSTALL BLKG. AT TRUSS WEBS c CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING X-BRACING - 2x4 SPF OR SYP G w/ (3) 12d @ EACH TRUSS WEB m N N a d c 3 T11301 TYPICAL CROSS BRACING DETAIL N.T.S. T11302 TYPICAL CROSS BRACING DETAIL N.T.S. d r tE OVIDE 2X4 MIN. BLOCKING AT NTER LINE OF HIP/RIDGE, TYP. TWEEN TRUSSES W/ (2) 12D 3 `�v0 Dgy ILS EACH END TO TRUSS TOPpdLo'aF� B�Oo rn ORD E tea, �Caq CENy ellSj �i�s O P m w v' ND $T S6 G O USS ALTERNATE TO BLOCKING 21 PRE-ENGINEERED VERLAP TRUSS BRACING'cr STRUCTURAL WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP 3. 'o ' OF U_11 G.T.-- SHEATHING PACE o. w'9Q�e-'p( ! `o " STATE �'e ED 2X4 SYP #2 OP CHORD WHEN ADD 2X4 NAIL TO TOP CHORD � l �`S(Gi'%°TO PREVENTSHE----- OF HIPPED TRUSS W/ 4177Yi9SPAN FROM EXCEHIP12d NAILS @ 6" O.C.MAX 24" SPAN (EIG.TSIDE OR BOTH IF o ROOF (2) 12D NAILS MINIMUM (3) 12d S SHEATHING AT 12" O.C. MAX PER JOINT MINIMUM 2"X4" SPF OR T SEE * SPACED AT 10'-0" MAX SYP TRUSS BRACING E " PLAN c $ d B W cl°N m (1°O R m tm w cq W N N r 0 2X4 BLOCKING J ° a o Le BETWEEN TRUSSES HIP TRUSS Ya I Q � � � # � €942. D N m ri Ld ��:s_y Ommmo w °c SECT, AA $° _LLs O- Q °Dw N 7 TB03 HIP / RIDGE BLOCKING DETAIL TB04 TRUSS BRACING OVERLAP DETAIL (TYP) -r to 0 2 E> z Z o N.T.S. N.T.S. °� y� 6 d �'a 30 0 ~o 0 w w ° 6 2! e m m m C) ° seaa� 2a_Mz i a o N6 L ¢ ' yE`w O o° K O N 2 2 ¢O�¢ WWW.FDSENG.COM ❑ ❑ ❑ ❑ L /n v N Z N W TRUSS NOTES: z m $ Z 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014(D (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND ;5 2 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 Z a CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT m EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. a ^ N ¢ 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL h (� h LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. m 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3.12d NAILS AT EACH TRUSS INTERSECTION. .� E 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT To tJ mm ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. E O w o uc7a 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. m ou SEE TYP. TRUSS BLOCKING DETAILS c N 4, " SHEATHING h W O O 3TO4TRUSS x4 AS SHOWN .,: = TRUSS SPACES ALTERNATE h�PrTMN V o..Q VERTICAL SCAB 2X6 #2 SPF 48" O.C. W/ (4) 12d TOP & BOTTOM OR H5 SEE OR HCLR/LL IN PLACE OF (4) 1GD SECjION REQUIRED @ RAFTERS GREATER THAN 8'-0" B�B SEE PLAN OUBLE TOP r1 A _____ )1 _________. 11 Q m 0 nod _. .N Q'Im A DAMS HOMES NAILS TRUSS G SEE STRUCTURAL NOTES AND FLORIDA CONTRACTORS LICENSE NO. CRC1330146 NAILING SCHEDULE FOR (4) 12d NAILS 3000 GULFBREEZE PARKWAY LE SEE STRUCTURAL NOTES AND NAILING SHEATHING DETAILS EA END °'- —� PRE-ENG. TRUSS PLATE SECTION B-B TOP PLATE SCHEDULE FOR SHEATHING DETAILS n GULFBREEZE, FLORIDA 32563 STUD wa 2WALLOL VARIES w ROOF DIVISION LOCATION: SEE PLAN i. r SLOPE "� F PORT ST. LUCIE CONV. FRAMED RIDGE . Job Information: MAY BE NAILED W/ MIN. (4) 12d WHEN IT LANDS VERTICAL SCAB 2X6 #2 \ \ 2X4 SPF BLOCKING / . �' SPF 48" O.C. W/ (4)12d NEXT TO PPE-ENG. TRUSS y,g gLKING. NAILED ® EACH TOP & BOTTOM OR H5 OR \ BETWEEN TRUSSES \ SIDE w/ (3) 12d NAILS WHEN HCLR/LL IN PLACE OF (4)12d \ @ 48" O.C. MAX. \ g REQUIRED w/ (2) MTS12'S REQUIRED @ RAFTERS GREATER \ / / \ 2X4 SPF BLOCKING THAN 8'-0" \ 2x4 SPF BRACE / \ \ @ 48" O.C. MAX.w/ ' ¢ @ 48" O.C. - NAIL W/(4) / \ (3) 12d END NAILS 2X4 BRACE@ 4'-0" �' o 11100 COLLAR TIE EVERY 3rd \ 12d AT EACH END & ON CENTER EACH END � m c SHEATHIN(- RAFTER \ \ ALTERNATE DIRECTION O \ \ ' O 2X4 BLOCKING BETWEEN CB BEVEL CUTSONAL) \ ' ° rl O TRUSSES W/ (2) 12d NAILS (OPTs @ EACH END, ` ` '� ' m O CONT. EACH BAY B TB 2X4 SPF W/ (2) *7X3-1/2" / / TRUSSES ALTERNATING DB WOOD SCREW EACH TRUSS SEE PLAN ¢ >_ BLOCKING OR H5 @ 48" O.C. / ' .� 1 ■ ■ 1 ■ Q PRE-ENG. TRUSS It"1 E O CONT. ROOF SHEATHING AT TRUSS TOP STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED \ ' ' \ ' � o r O AREAS TYP. / / TRUSSES M c'I 2 �: . N SEE PLAN FOR CONNECTION \ \ OR \ \ / / M ry W mil' B 2X4 P.T. BLOCKING 1 BETWEEN DIAGONAL TRUSSES W/ (2}32d NAILS @ WOOD 2X8 #2 SYP RIDGE BEAM (USP MP4) @ \ \ 2'-0" ON CENTER / / �' m O J LU w EACH END MAx-0" TRUSS 2x6 RAFTERS @ 2'-0"O.C. \ \ \ /\ / 2X4 SPF BLOCKING o v M �/�00 J W V) v) MAX. AILS TO RI COMMON WALL BELOW TOENAILS TO RIDGE BEAM BETWEEN TRUSSES X\ � @ 24" O.C. MAX.w/ • " � Model Name Number: / (SEE PLANS FOR TYPE) 2X4 RAFTERS FOR SPANS LESS THAN \ • (3)12d EA. END (TYPJ / \ - = SIMPSON HGMA10 0 4 FT @ ONTO O.C. MAX w I (G BE CONC. MASONRY — — COMMON TOE NAILS TO RIDGE BEAM SEE PLAN / 1 2" GAP ' ° @ 4'-0" O.C. MAX. 2X4 CONT. AT STEEL OR WOOD T & B CHORD BEARING SUPPORT TYP. WOOD TRUSS BLOCKING A A ALTERNATE BLOCKING " SPACE 1/2 N . Plan Issue Date: EXTERIORINTERIOR �— --► RAISED HEEL DETAIL DETAIL @INTERIOR BEARING Monday, December 02, 2019VT KA PROJECT NUMBER: SEE PLAN FOR MORE SHEATHING INFORMATION 8" C.M.U. SEE A �7720 2x4 S.Y.P. PLAN FOR REINF, Y 1 O @ 16" O.C. o Sheet: S-4 Of: T11306 BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.s. TB15 EXTERIOR NON -BEARING WALL DETAIL N.T.S. TB14 NON -BEARING EXTERIOR CMU WALL N.T.S. " a ROOF FRAMING ETAILS c nil 1^ THERMA-TRU INSTALLATION KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 1 1/4" EMBEDMENT INTO THE MASONRY JAMBS. 6" SPA EVE RE 6" 6" SINGLE DOOR 5n SPA EVE a SINGLE DOOR W SIDELITE F;n 6" 0 0 3" 3" 311 3 " 3"E I 3„ 3" 3" 3' 3,r 6 DOUBLE DOOR W/ SIDELITES i" 6' SPACE :VENLY T" 6 SINGLE DOOR W/ SIDELITES DOUBLE DOOR 31, SPACE EVENLY m ' notfla nail wrchln valleyy centerline- :..36"wide - - µ11 bed each a 2' Png I e 2" 36- 8' S. SEA NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING -M NAILS. 3/8' MIN HEADS.6 PER SHINGLE. ad°a W Decw / T. - sto use In Sth(wm cut 81hingles 2' \�.• I I back from valley centerline ------------ SHINGLE INSTALLATION GUIDE tsa cdVrS" 3,aGe" Faa /\ i. ond�leiCaol IT ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY T URED, PAINTED BEHIND FLASHING LOCATIONS EXTER. WALL FINISH AND EXTENDING A MINIMUM OF 6" ABOVE 6" X 6' H GALV. VERTICAL RISE OF FLASHING VERTICAL WALL FLASHING CONT. AT KNEEWALL T ENTRY PLASTER STO SEALANT ROOF 6"X65HIGALVS Tj LFLAS 1�)FLASHING DETAILS NOTE: THIS DETAIL IS REQUIRED N2 AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. INSTALLATION OF BUCK 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. BUCK STRIPS - 2x (DEPTH OF W'DOW % 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. AND/OR SGD FRAME MIN.) GLUE STRIP w/ ADHESIVE SEALANT & SCREW W/ 3/16" '' x 31/2" PHILLIPS FLAT HD. "TAPCON„ SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION SCREW MIN. 4" FROM END AND 16" C.C. AND CALL OUTS. TYPICAL 2x BUCK INSTALLATION OF WINDOW ATTACHMENT N.T.S BUCK STRIPS -1x4 (DEPTH OF Wow. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS X 1/2" DRYWALL FLAT HD. "TAPCON" SCREW THRU THE W'DOW FRAME INTO MASONRY JAMB MIN. 4" FROM END AND MIN. 16" C.C. 1/8" SHIM SPACE EXT. FINISH ° DRIP EDGE WINDOW SEALANT BACK OF JAMB GENERAL CONTRACTOR TO COORIDATE SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S 11/2' MIN. EMBEDMENT 2X WOOD FRAME©I? BY OTHERS 08 scEw SHEATHING BY OTHERS CAULK BETWEEN FIN &SHEATHING EXTERIOR 3/4" MIN, ED" FINISH DISTANCE BY OTHERS PERIMETER 1/4"MAX.' CAULK SHIM SPACE BY OTHERS O.A. WIDOW HEIGHTrA EXTERIOR INTERIOR TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S Hy-Lite Irotallstion nsaWudeal of 625/625/AZ15/K15/AM/ ' VT200 / VT280 / G01000 / GB208 Matlmum Fadieting (Jambs, Headeadand sill) Mounbrg Pin"-- Bi Fixed elor View Wkdav of Flal Windom With Mounting Fin he following series: R30 / V1500 / v158g / V300 / V380 1 / Prestge 662 / Prestige Bat / LH wall Forming: 025pru¢rPme/Flr Or Beier Silsine elo x la/2' So. renetratlne,alm w Glea ng Bead 1-3/8' C now Section View V WHi . i 1,7 Stimne eeerlor Sleemirq P'acu. the block—, Form sadtn'we Inc, other damage unnl mnrtmctmn is vxnPle[e. RePI Me emasuelMopelwgk3/8'rot/1'WgVrNntllewir OmbothyadcA andhrtmntalM. ` You may -eh m Pre-ddA the ilatellat"n hobs In the M at ohs nine. VianslWd as ,xvKdholes m"Andusbylyftarma,'.a"rwraban&assaadmxmc*. 3q,2 Applyag.re beaddf Wn m#lebstltsdea Mein U,Bn Use enough sgkaemsuMdeav NI aN wads bebeen me 53W 9 1MfMl sMms order mesa, adJ agng then Uln the urR b Pkeeb In the open sit. sMms should be iNeged under the all away 2 kn. TM wlMav amid be basically centered In the qmkg with no mans Man 11ir gap behwaen de wlMmx end wall naming. S IrWalla al6xl-1/2'saew 4'M1arn the inner of Mefin at eaN end of tlwe had siq and loom Sep 6 Irsffiq tlee remelnkg fastaeas k Y Ire[neneeras flan me corner saewc m see rmber of eam Irame erwnber. Use rare rat m owr- tlohkn the svews and dJI tMm mmddh ek fln. Alm. mace aee,h, "..hie Fin In e..Nlu ea,1 m �,m.ew 1M r..",.1n � Sea a 8aesired, a roam Imubtlon ran be alJWled m the Medor gap between tle wlndvx and wan eamNg. In appied, mlrmuatbe die NON EXPANDIAc � ypE Sep g Since these widows an: Metab used in rooms aim hill, cnoktue, le; bal Ile n%werpendid 61at the haerbr gap between the wmdmv and well framing also be sear am sllkap and indeed ed as not m interfere win she assail of "Ibozrd, tlk dr trim. Ski 10 Once all mndniCdDn Is (Lnlalete, reeeve this bubde wnP gad the leads and outside on the wkdow. U necessary, dean Pe blacks wIM a meld demrpent and warm new using a sent Wm. 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 Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. FL7006.1 R-10 W/ 3/8" MIN PENETRATION THRU SHEATHING ROOFING VENTS" Florida Metal FLAMCO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, FL21580.1 R-1 Products Inc. "Off-ri a vent" E TYPICAL ROOFING UNDERLAYMENT: 1st Choice WOODLAND TYPE I UNDERLAYMENTS-HVHZ UNDERLAYMENT SHALL BE APPLIED AND FL15216 - R3 INDUSTRI S INC FELT #30 ASPHALT -SATURATED ORGANICATTACHED 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 73W6 8 x 7 FL15279.36 Swing Doors: 1st Choice +67.0/-67.0 THERMA TRU-CORP. FIBERGLASS DOOR GLAZED I INSWING 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL FL20461.1 2nd Choice +67.0/f7.0 THERMA TRU-CORP. FLUSH FL20461.19 OUTSWING BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM 2046 .2 TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. THEREAFTER. (TYPICAL ALL 4 SIDES) Siding: 1st Choice +0/ -146.3 The Tapco Group 7" Staggered INSTALLAITON FASTERNERS ARE GALVANIZED STEEL ROOFING FL20403.17 Shakes NAILS il/2" LONG WITH 1/8" DIA. SHANKS & 3/8" DIA. HEADS AT 10" O.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL N.A. N.A. N.A. 2nd C i SHALL BE BEYOND WALL DRESSING Windows: 1st Choice +40/-50 MI WINDOWS 3540 SERIES Single Hung (fen) SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN. IA" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. FOR INSTALLATION THROUGH 2x BUCK USE #8 WOOD SCREW OF FL 17676.1 R9 +40/-50 MI WINDOWS 3540 SERIES Single Hung (flange) FL 17676.8 R9 3540 SERIES +50.0/-50.0 MI WINDOWS Picture window SUFFIENT LENGTH TO ACHIEVE 1'" INCH MINIMUM EMBEDMENT f2 IN WOOD SUBSTRATE. FL18644.3 R3 Mullions: 1st Choice M-1926 MI WINDOWS Mullion Vertical FOR 3/16" ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A IAFL 18504.1 Horizontal FL 1 8804.2 M-1926 MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM EDGE DISTANCE Fixed Glass: " 1st Choice +50.0/-50.p 625 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR FL18644.3 R-3 WITH MIN. 1'A" 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 ChoiceVINYL +55.0/-35.0 KAYCAN LTD S" BEADED 1 1/2" NAILS SO" O.C. N FL16503.4 R-3 Hurricane Panels: 1st Choice 46 PSF EXT/ HURRICANE STORM Galan zed DIRECT MOUNT. TOP'A"-20 MALE PANELMATE W/ FL16293.1 qg pSF INT. PANEL MFG. INC. steel Storm WINGNUTS AT 12'h" O.C. BOTTOM'A"-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: A. # 56126 Name: TODD M. BORN Certification Number: FI. # 82126 Name: Luis Pablo Torres Certification Number: FI. # 87864 D ��� �5 •' G E N 94T°✓✓ d No 87 64 .- O: STATE OF rw� f Q, AS dii11111010% I�g W NNID 00 c cc 1 10 'i gw F 81 10 00 C p Q yy .w 4k it ib ik EE t` m LL LL LL LL m S9s� D'Ming raj D `8me WooW wd M al feSuj M� a aw WO a Kca Y w3R 2 fr% 3 Z O m ��< W I is E m GOD O s a= LL Z� 6 < i a 2 0 T J D L 622 y 0 O C Q !n 2 Q, V ii3 W U J � � ¢ @ " W WwV.FDSENO.COM ❑ 11110 n , W N Z N m m m Z zm S � a 5 3 a D (D d Q _- z m N & U N -= h +-1 11 � E U — uoi ii _. uun it w o c n D L0 ! , U N E pp o:✓rli to c to a p 44 M - Q rndm am gjf".\1)AMS HOMES c FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE in Job Information: d d ?1 C h O o 'n 6 I— � 0 ro y z 3= S 2 > LLJ °' a FL c > r t0 o L° u z (L) iu _ H-YUm q `Lo O J Uj D (D o JMU)W oo ;6 rnModel Name / Number: N cVI Plan Issue Date: Monday, December 02, 2019 KA PROJECT NUMBER: Y 19-7728 T Sheet: Of: 0 S-5 N MECHANICALLY FASTEN AS _ FOLD UP WEATHER NECESSARY IN CORNERS THROUGH RESISTIVE BARRIER & WEATHER RESISTIVE FLASHING REQUIREMENTS THESE DETAILS ARE GENERIC AND MEANT TO SHOW ., SELF -ADHERED FLASHING TEMPORARILYSECURE BARRIER GENERAL FLASHING AND WATERPROOFING METHODS WEATHER -RESISITIVE 000a aoucH OPENING TO BE USED. R703.1 General. Exterior walls shall provide the building with a weather-reslstant exterior wall envelope. The exterior p g 7 J 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 �.) �,� I. L 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 weather -resistive ' OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN (0.6 cm : 30.5 cm) barrier, Insulation, or for aesthetics, Including but not limited to, veneers, siding, exterior Insulation and flnish systems, wssereeom""ovp WALL BY 61N. UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING DETAILS PRODUCTS DETAILS architectural trim and embellishments such as cornices, soffits, and fascias. R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 WEATHER RESISITIVE SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND for Type 1 felt or other approved water-reslstive barrier shall be applied over studs or sheathing of all exterior walls. Such 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 q ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 (51 rain). Where joints occur, felt shall be lapped not less than 6lnches (152 rain). The fafl 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 N (SEE DETAIL WP07) I€ requirements of the exterior wall envelope as described In Section R703.1. SELF -ADHERED FLASHING -� 11 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: � Detail Instructions sheathing, shall Include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of 1. Cut, fold up &temporarily secure weather ' RIM JOIST Grade D paper. The individual layers shall be installed independently such that each layer provides a separate � resistive barrier above header to allow for flashing installation Refer to the number marked as ® in each detail that corresponds to the continuous plane and any flashing (Installed In accordance with Section R703.4) Intended to drain to the water -resistive 2. Self -adhered flashing plus head flashing under weather BUILDING numbered Items in the list of instructions below: barrier Is directed between the layers. Y resistive barrier 3. Fold weather resistive barrier back over head fleshing and O seal with tape 2 'I 2 PAPER 2 O 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and Is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. o 0 € 4. Split the release paper using the ripcord (Split release on demand, layer) - embedded in the adhesive la er for ease of installation and to minimize scoring cuts R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle-fashlon In a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Self�dhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration shall be sealed at the juncture the 8 = e 3 Scale: NTS SELF -ADHERED FLASHING FLANGED WINDOW SELF -ADHERED FLASHING FW P 0 2 SELF -ADHERED FLASHING LWA P,03 FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 5. Remove all release paper per standard installation instructions and products with building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint g P Pe H 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 EXTERIOR SHEATHING RUBBERIZED RUBBERIZED ASPHALT Minimum) Fluid -applied membranes used as flashing In exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion resistant flashings shall be Installed at the following locations: $ EXTERIOR SHEATHING -� 3/4"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED ASPHALT ADHESIVE 6. Fold as shown by arrows g ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THRESHOLD OF DOOR AND RETURN FLASHING, SEE ADHESIVE SELF -ADHERED FLASHING 7. Angle of comer may vary, adjust folding of the flashing accordingly to fit 1. Exterior window and door openings. Flashing at exterior window and door openingsshall extend to the surface of �" g UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW tight to cornea exterior wall finish or to the water -resistive baRler complying with Section 703.2 for subsequent drainage. REFER TO TECHNICAL OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings O) LETTER ON CHEMICAL SCORED 8. Mechanically fasten as necessary shall be installed In accordance with one or more of the following: 14 COMPATIBILITY , RELEASE PAPER E O N 1.1 The fenestration manufacturer's Installation and flashing Instructions, or for applications not addressed In the SELF -ADHERED SELF -ADHERED FLASHING, �� • (BEFORE FOLDING, SCORE fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where =- O FLASHING EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN( flashing Instructions or details are not provided, an flashing shall be Installed at the sill of exterior window and g p , P g =• VERTICALLY FROM BOTTOM OF door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the n THRESHOLD eq ag . pe gs g pan flashing shall exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using g 3 E 3 ' MECHANICALLY FASTEN AS Incorporate flashing or protection at the head and sides. 6 c CD 0 SECTION -A (SEE DETAIL WP02) NECESSARY IN CORNERS THROUGH SELF -ADHERED FLASHING 1.2. In accordance with the flashing design or method of a registered design professional" `a c a >. 1.3. In accordance with other approved methods. r m - SELF -ADHERED FLASHING O+ /�-� \ 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. .� c V 2 E SELF -ADHERED FLASHING 5 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both o o_ sides under stucco copings. NAILING FLANGE 1 4 2 DO NOT FLASH OVER - OO SEAL TOPS OF JOISTS 1 6 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting WOOd trim. c m °� 5- N m BOTTOM NAILING $ UNDER DECKING (SEE DETAIL WP07) 2 7 a FLANGE S. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At intersections. @ Z 0) g w 8 W N Do a p r �'" 4t u m U SELF -ADHERED FLASHING W PO4 W P05 ADHERED FLASHING SELFINS ^„ P06 LWA wall and roof Z U a�gmHALF ROUND WINDOW 1I r EXTERIORSELF-ADHERED DO R WITHING DE CORNER 7. At built-in gutters. o `gym;" mW 13 SELF -ADHERED FLASHING - y a n a a Z Z O Ji Z= h DECK PROTECTOR d mom a o < i3 Q, O SHEATHING 7/8" Cement Plaster v w q' n Is s a 2 m 2 < CI U0 7/8" Cement Plaster m accordance with in accordance with $= 0 a ° ° _ ASTMC926 5 i = SELF -ADHERED ASTMC926 0 2 E has lu -_' 1 w; FLASHING PATCH - - . " . Felt backed metal Felt backed metal d $ s" E " ww•�'FDSENG.COM ❑ ❑ ❑ ❑ VI Mo /^, ` SELF -ADHERED FLASHING lathe in accordance lathe in accordance ASTMC1063 with AST with MC1063 d \ ' / O Z m �. DECK PROTECTOR _ _ w "` - . - Building Paper Building Paper z a Q� 7/16" O.S.B. 7/16" O.S.B. e W DOUBLE sheathing sheathing �: 'm a Z n i SINGLE JOIST ; K Metal Keep top edge ///��� V1 U JOIST d' SELF -ADHERED FLASHING SELF -ADHERED FLASHING 1 - - , Flashing .., of weep screed 2" below tap of 31/2" V m 0 n 1N + o E block - _ 3" MIN Unperforated 7ated Vulcum Flangeconk boom Weep Screed E m JU u, �/ O Ln to I u7a O 5 o " joint only Maintain Metal Flashing o 0 U w o` o f Bottom of 3-1/2" Unperforated h o ' = $ 0 SELF -ADHERED FLASHING % JOIST W P 0/ SELF -ADHERED FLASHING �%�� Q P 0 APPLY A LIQUID FLASHING TO THE MASONRY OPENING (HEAD, JAMB, SILL) IN (� ACCORDANCE W P 0 Weep Screed Flange 7/8" Weep Screed a o ^ u U N o \HO.8362x;DECK OUTSIDE CORNER tf • V WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE a/ 1 1/2" to 2" m v s 010 INSTALLATION OF THE BUCK/RECEPTOR. Above Roof 1/2" Cementitious Sheathing Decorative Finish - a O3 ° ® c am ® DAMS HOMES 9 o • • o, All inside and outside corner will FLORIDA CONTRACTORS LICENSE NO. CRC1330146 EXTERIOR WINDOW UNIT ° need to be miter 3000 GULFBREEZE PARKWAY CEMT. FIN. cut and caulked all Cement Q GULFBREEZE FLORIDA 32563 BUILDING PAPER SLOPE n accordainceef o o becaulka usiin to g d SLOPE with ASTMC926 F DIVISION LOCATION: SLOPE 0.3 in : 12.0 in 0.3 in : 12.0 in (0.6 cm : 30.5 cm) 0.3 in: 12.0 in (0.6 cm : 30.5 cm) Vulcum caulk for all over wood 2nd floor a PORT ST. LUCI E Job Information: (0.6 cm : 30.5 cm) N SELF -ADHERED FLASHING m �% WIRE LATH a SELF -ADHERED FLASHING --- EXTERIOR o no CEMT. FIN. BUILDING PAPER o N WIRE LATH `o O m 1/2" Cement u f0 3 SELF -ADHERED FLASHING Plaster Finish 7 4 8 c WIRE LATH Block w 4) FL 0 2 1/2" Perforated "O• a rcc BUILDING PAPER Flange 1/2" Weep H H r o a) m X.I L BUILDING PAPER Cement o Screed _o , , m Plaster m � Z (,� m v a over block _3W Z) EXTERIOR 1stfloor 0 00 O m (n V) WINDOW UNIT CEMT. FIN. Install bottom Slab a rn Model Name /Number: edge of weep screed 1" below finish floor Plan Issue Date: OPTIONAL DETAIL o ./1 Monday, December02, 2019 3 Note: 0 KA PROJECT NUMBER: 3 O 19-7728 The building paper and metal lath must be installed over the top of WEEP SCREED DETAIL Y Sheet: Of: SELF -ADHERED FLASHING WP 10 CEMT. SELF -ADHERED FLASHING W P 1 1 SELF -ADHERED FLASHING W P 12 � SCALE: NOT TO SCALE �� FINISH WINDOW HEAD CEMT. FINISH WINDOW SILL CEMT. FINISH PARAPET WALL the weep screed. WATER PROOF L?rT ILA'' _ µ �! LOAD CALCULATIONS COOLING GREATER THAN HEATING, car" M $gECEElAc ceL 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMU!AALLOWS FOR CEILING FAN CIRCUITS) S-F. LIVING = 2020x3 = 6,060 APPLIANCIE 0111CUTS RANG 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRR. POOL 1250 WASHER : J-500 DRYER SOOO DISHWASHER 1500 DISPOSAL BOO SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS (100 WATTS /EACH } 400 GEN LIGHT'G & RECEPT. + APP, CIR. = 34,610 SUBTRACT 100 % OF FIRST 10,000-10,000 A= 24,s10 HVA¢ .QIFWITrt A/C ( AIR HANDLER & COMP.) 10,000 A/C { AUXILIARY HEAT STRIP) 10,000 B= 20,000 9IRMIT CALAULAT0% FIRST 10,000 AMPS @ 100% = 10,000 + 40% OF "A" _ (.40 x 24,610) = 9,844 + 100% OF'B" = (20,000) -20,000 TOTAL WATTAGE = 39A44 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 166 iarAnoxaeAnwFxcouE ro>N P�iOvy£�tf.'JRNO VA RiP6%1PE0 MN. 4,8'dh. BCN.Gp3PE&, ITE VetUt EIB, WTWYlf10EET FERTEH l44TE..wax '..IJ E� MN.CGA.9Ci1. iD uTFELPb£ �" • 4LEOtlAWNPfEIEKR s. Wq}4ANpT�(Pgpl[Cr1pM N �MPOe9ue ,.. n.-uva vru.Tat _�xu Paorlm FM24 PROTECTION BARRIER ASSUMED EDGE OF WALL IRIIIIII&A � 2x6 WALL f ,w (FLOOR TO CEILING) ( 2' 8' USE 2 RED HEADS TO ANCHOR WALL FM24.1 ALTERNATIVE PROTECTION BARRIER .-------------- a_--.---_ ______RI SEE SHT (P) FOR COVERED PATIO INFO V W/ COVERED PORCH OPT. ADD CLG. LIGHT LOCATION CENTER OF PORCH AREA AND MACE FOR POSSIBLE FAN PRE -WIRE �o p� V7 V c OPT. FAN FAN _ W/ LIGHT PREWIRE I I Id _ W/ 1-11 #RE+ C 1), 7 a I PRVMRE. ry W".H.I ���22C ELECTRICAL PANEL OR A ATTIC ELECTRIC X VERIFY a CIF REQ D BY CODE G LOCATION yy�'' @ 4 IN FIELD FOR ELEC. METER w OR FOR GARAGE _ _ DOOR OPENER - ,_ ______________ ____________________________ NOTE: LOCATION OF METER AND PANEL BOX 10 BE BY BUILDER, IF NO GARAGE SERVICE DOOR IS PROVIDED A DISCONNECT SHALL BE ADDED AT METER LOCATION. - .ice.._ - —' - COACH LIGHT COACH LIGHT , f � �/�!' {,GPI i y r WP r i_. , 11LACECOLUMN COACH LIGHTS ON WALL BEHIND WHEN COACH LIGHT CRAFTSMAN ELEV IS USED ELECTRICAL NOTES: UNLESSDTHERWISE 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 & DEUCES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42' CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL, PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND 61h EDITION FBCR, ELECTRICAL CHAPTER 34 THRU 43, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED a IN ACCORDANCE WITH UL 217 6, PROVIDE AFCIs (ARC FAULT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT IN ALL DWELLING UNIT PER 5th EDITION FDC-R E3902.16 ALL 15 AND 20 AMP BRANCH CIRCUITS ARE REQUIRED TO BE ARC FAULT PROTECTED. .6 7. CARBON MONOXIDE PROTEC11ON: CARBON MONOXIDE ALARMS OR DETECTORS a SHALL BE INSTALLED NALL DWELLING UNITS IN ACCORDANCE WIT" NFPA 70-14. SUCH DEVISES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLEAND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. v 8. COMBINATION ALARMS: COMBINATION SMOKEJCARBON MONOXIDE ALARMS SHALL BE PERMITTED IF EACH MEETS THE APPLICABLE UL STANDARD. M tJ D. KEEP ALL SMOKE DETECTORS MINIMUM OF36' FROM BATHROOM DOORS+ Z 10, IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN o A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 11. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OFTHE BUILDING, J VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. - 12. ALL DOORS AND WINDOWS PROVIDING DIRE07 ACCESS FROM THE HOME TO E � THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2017 L,j- THAT HAS A MINIMUM SOUND PRESSURE RATING OF 85 dRA AT 10 FEET, AND I ® EITHER HARDWIRED OR OFTHE PUJG4N TYPE. THE EXIT ALARM SHALL PRODUCE A CONTINUOUS AUDIBLE WARNING WHEN THE DOOR OR WINDOW ARE OPENED IS. ADD GMI PROTECTION TO RECEPTACLES IN KITCHENS. LAUNDRY ROOMS AND UTILITY ROOMS OF I.I.I DWELLINGS WHERE INSTALLED WITHIN 6' FTHE 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 OFTHE 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 Z STRAIGHT COUNTER TOPS AND.16' FOR SINKS AND RANGES INSTALLED IN CORNEA COUNTERS. PER 6th EDITION FBC-R E3902.6 ' U 14. IN ALL AREAS SPECIFIED IN N.E.C. 210.52 AND IN 6th EDITION FBCR E3901, ALL 125 VOLT, 0 J 15 AND 20 AMPERE RECEPTACLES SHALL BE LISTED TAMPER41LSISTANIT RECEPTACLES. PER co EDITION FBCR E4OD2.14 AND NEC 406.12(A) 15. RECEPTACLE OUTLET IN GARAGE FOR GARAGE DOOR OPENER TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFOI). ) ♦� 16. ALL PERMANENT INTERIOR AND EXTERIOR LIGHT FIXTURES TO BE 100%CR. BULBS E I_L. v m � r ELECTRICAL w..FrF.ND O n 0 SMOKE DETECTOR $ SINGLE POLE SWITCH ® CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR v t� COMBO UNIT $3 THREE-WAY SWITCH //\\ FLOOD LIGHT _ $4 FOUR-WAY SWITCH �f / hh$DM DIMMER SWITCH FLUORESCENT LIGHTING iz CEILING MOUNTED FIXTURE Il TS Il T, A TRACK LIGHTING A 1d Builder: SCOUNCE ( WALL MOUNTED) FIXTURE ( ) CEILING FAN y� 110 VOLT DUPLEX OUTLET - x5 tO Q ,9 i.i.i iY 110 VOLT SPLIT SWITCHED OUTLET 3 C4 GROUND FAULT INTERRUPT w M U li DOOR BELL CHIMES , a$ (� WP WATER PROOF W/GROUND. FAULT 6 I p- DOOR BELL m W 220 VOLT OUTLET >= w N 0 �\ SPECIAL SERVICES OUTLET Dp0SP DISPOSAL W z F— \\\ aLLI TV� T.V, CABLE OUTLET � DISCONNECT SWITCH a W d TELEPHONE CABLE OUTLET per" 11 .J ® PRENflRE SPEAKER I 8 M o d LLI LE.D. DISC LIGHT ❑ o ® UL 0 w J JUNCTION BOX ®WATER PROOF ' { RECESSED LIGHTING t!j THERMOSTAT Ij BATH FAN O LOW VOLTAGE LIGHTING Job Iftrmatlow BATH FAN W/ LIGHT I C INTERCOM SYSTEM ° am GARAGE DOOR PUSH BUTTON s&& OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED ei SAMEAS UNDERGROUND WITH ELECTRICAL CONTRACTCR 1EOOR 21XIAMP SERVICE- ITiO=#1 COPPER OR 2AI AL.UMN, E 8 2.tm= 210 OOPPEROR 410 ALUMN. r [N 2" CONDOR METER MAU^1 ?IL DlsI SOOct A 15R00-ATC DISCONNECT UNDERGROUND.... MIJAMPSERVICE ` POWER WMPa�A I # 14 COPPER TO LIGHTS AND OUTLETS ,('X` `�0 TYP ELECTRICAL •� 912 COPPER TOAPPLIANCESAID GFI V J PANEL # 10 COPPER TO WATER HEATER v If TOPPER FIVAC FLANGE BONDING VSTiid #STD HVAC TERMING 7ERMG+IATION #4 GROUNDING WIRE WITH COOEAPPRDVED CLAMP TO EITHER Yi 8) APPROVED GROUNDING ROD WI MIN. IT DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL 1 j qg ELECTRICAL RISER 3 NOTE: N.T.S. ' Model Name /Number. ELECTRICAL MATERIAL AND SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER 00. Q . Plan Issue Date: w Friday, January 11, 2019 KA PROJECT NUMBER: m — v MODEL 2020 18-8246 $ shoat: 4 0' ELECTRICAL FLAN