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Home My WebLink AboutBuilding PlansTERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA INDEX OF DRAWINGS R31B.1. CAST IN PLACE CONCRETE CODE CRITERIA TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, SHT NO: TITLE `,i%a••.'� y�7 ES APPLIED TO WOOD OR OTHER APPROVED METHODS OF TERMITE 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" � v I EL' ir- rt BAfI1NG SYSTEMS, AND PESTICIDI PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, I PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. I FLORIDA FIRE PREVENTION CODE 6TH EDITION (2017) CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. FLORIDADA BUILDINGACESSIB L17Y 6 BUILDING CODE ACCESSIBILITY 6TH EDITION (2017) (20 CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 11/2" TO FORM U.N.O. (NEC TON NFPA NATIONAL ELECTRICAL 6TH FBCR Ch. 3443- TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318-14) AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LES OF FIBER PER CUBIC YARD. SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301.10) - 6. ALL REINFORCING STEEL /STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL& SHALL MEET ASTM A615/ BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES -(ACI 530-13) ��Q� A615M GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2015 EDITION NOTES: REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY WOOD FRAMED CONSTRUCTION MANUAL 2015 EDITION 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR" USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON APA PLYWOOD DESIGN SPECIFICATION 2012 EDITION PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE LINTEL PLAN PAGE. AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE/SEI7.10 WITH THE BUILDING DEPARTMENT 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT ALUMINUM DESIGN MANUAL - 2015 EDITION 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 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 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE EXTERIOR COVERING MASONRY WALL CONST. WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES R703.7 EXTERIOR PLASTER. 1. HOLLOW LOAD BEARING NITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2; CONFORMING TO ASTM C90-014, WITH A MINIMUM NET COMPRESSIVE tlf, (B) LOCAL STATE AND FEDERAL BODIES INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C 926 AND ASTM C 1063 AND THE PSI) T 2. MORTAR STRENGTH A LL BE T1900 PSI ( m = NFO RMING TO ASTM 7 PROVISIONS OF THIS CODE. 3. COARSE GROUT SHALL CONFORM 0 ASTM C476 WITH AMAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS DEFLECTION CRITERIA EXTERIOR WALL LATH ATTACHEMENT 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. ROOF TRUSSES* LL/360 TL/240 COMMMENTS: I ATH AND LATH ATTACHMENTS SHALL BE OF GORROcION-RESISTANT MATERIALS EXPANDED METAL OR LATH A NI 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR 1OFT, ROOF RAFTERS LL/180 TL/120 DIRE LATH SHALL ATTACHED TO WOOD SHEATHING WITH + MATE' LONG X+ GAGE NAILS HAVING A WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE: ROOF RAFTERS (W/O CLG) LL/360 TL/240 7/_B HEAD. OR 7/8" LONG. 16 GAGE STAPLES. SPACED N01 MORE THAN 6 INOHES ON CENTER VER1WALLY 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. FLOOR TRUSSES/ BEAMS ** LL/360 TL/240 AND HORIZONTALLY (REF. 201.7 FRC 1111703.71). 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF FLOOR NJOIST*** LL/480 TL/240 GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. *TL MAX 2" UP TO 40FT SPAN 8. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR **TL MAX 3/4" R703.7.2 PLASTER, PLASTERING W/ PORTLAND CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHEN APPLIED OVER 9. TYPICAL FILLED: CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS_ +�+ TLMAX 1/2" METAL LATH OR WIRE LATH AND SHALL BE NOT LESS THAN TWO COATS WHEN APPLIED OVER MASONRY, CONCRETE. 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. 1.1. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. GENERAL ROOF LOADING R703.7.3 WATER -RESISTIVE BARRIERS. WOOD CONSTRUCTION SHINGLE METAL TILE HEAVY 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 ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) -_- LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLE TOP CHORD LL 20 20 20 20 PLANE AND ANY FLASHING INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL LAYERS. THE BARRIERS SHALL CONSIST OF ONE OF THE FOLLOWING. SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. TOP CHORD DL 7 7 15 25 1. TWO LAYERS OF AN APPROVED WATER RESISTANT BARRIER MATERIAL IN ACCORDANCE WITH R703.2. 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND BOTTOM CHORD LL* 0 O 0 0 2. ONE LAYER OF AN APPROVED WATER -RESISTIVE BARRIER (PAPERBACKED STUCCO LATH) OVER AN APPROVED FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE. DESIGNED AND DETAILED BY OTHERS SYNTHETIC HOUSE WRAP. 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 BOTTOM CHORD DL 10 10 10 10 TOTAL(PSF) 37 37 45 55 SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. R703.4 FLASHING. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, BOTTOM CHORD LL (OPT) ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS, DOT SODIUM BORATE (SOX) DOES NOT. ATTICS W/ LIMITED STORAGE 20 COMPONENTS. FLASHING SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. 5. ALL EXPOSED WOOD OR NNNNNN((((((OOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. ATTICS W/ HEAVY STORAGE 50 • EXTERIOR WINDOW/DOOR OPENINGS. 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS * ATTICS W/ NO STORAGE 10 • INTERSECTION OFCHIMNEYS OR OTHER MASONRY CONSTRUCTIONS WITH FRAME WALLS. WITHOUT WOODEN TOP P TES. (NON -CONCURRENT) UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 7. SEE PLAN I STUD PAC AND BEAM NAILING PATTERNS. I NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVQ BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24FV5 LAYUP 1.7E Fb=2400 PSI MIN. I APPROVAL FROM FOR OR INDICATED ON PLAN CONS TR 9 SEE LAN NOTE FORADDITIONALROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: • AT AND ROOF INTERSECTIONS P PLYWOOD ROR OSB /+ GENERAL FLOOR LOADING • AT BUILT-IN GUTTERS. FLOOR SHEATHING: T&G A-0 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 OSS EXPOSURE 1 TOP CHORD LL 40 (PSF) COMMMENTS: 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, TOP CHORD DL 10 PS WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124-MPH EXPOSURE CATEGORY B BUILDING RISKCATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 3OFT ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT � 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA ® O (+) 27.6 (+) 27.6 10 (-) 29.9 (-) 37.0 20 (+) 26.5 j+) 26.5 (-) 28.8 0 34.4 0 50 (+) 24.8 (+) 24.8 e © (-) 27.1 (-) 31.1 I �k 0 05 rrr (+) 23.4 (+) 23.4 100 (-) 25.7 (-) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x 7'-O" 16'-0" x 7'-0" (•) 51.3 (+) 24.3 (+) 23.3 h) 27.5 (-) 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END, ZONE IS ONLY W/IN 4'-0" OF ALL EXTERIOR BUILDING CORNERS.. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. 1 CODE COMPLIANCE 2 COVER SHEET FLOOR PLAN ST. LUCIE COUNTY 3 FOUNDATION PLAN BOCC 3.1 FOUNDATION DETAILS 4 ELECTRICAL PLAN 5 ELEVATIONS FILE COPY 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS 2 SA DETAILS S 5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS M-1 HVAC N ��► 1 ri 0 N iZ \\,� 10 :aSE '• N -� r06 bF ••,• F r ESSIp�P �7�r/tlft1111991i`�\1E' 0 h a> 5 � v U c 8 a v n 0 c E c gTI .Ni NCO r�l rp� r �i eO di' W i3w. fi fi' a PRE ENGINEERED WOOD TRUSSES BOTTOM CHORD LL 0 (PSF) SEE FLOOR PLAN FOR ACTUAL PRESSUPES < 901110 �1W 4C y3M E Wow BOTTOM CHORD DL 5 (PSF) LU „•- y ui w 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER P _ 02 zo STRUCTURAL PLAN ®Z $.. 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS SPECIAL FLOOR LOADING �° f m o 0 -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. s m a in s E --11 COO m. m 3, TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO GAME ROOM 60 (PSF) COMMMENTS: o - I' IZLI a m o a a WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. BALCONIES/ DECKS 40 (PSF) �' a �� 68 p u1 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. BALCONIES OVER 100 SQ:FT 100 (PSF) o g �. S. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY LIGHT STORAGE 125 (PSF) THE. TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. y N ,FDSP G.COM 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. LIBRARIES 7. PRE-ENGINEERED WOOD TRUSSES SHALL REDESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. READING ROOMS 60 (PSF) (D M '� SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, STACK ROOMS 150 (PSF) z N AND PERMANENT BRACING AND/OR BRIDGING AS. REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE, EACH SUBMITTAL SHALL BE SIGNED GUARD RAIL 0 HAND RAILS (d) 200 (PSF) ,* z g AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. GUARD RAILS IN FILL COMP. (f) 50 (PSF) c Q ry S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) 3 SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 (PSF) .5 Ja STAIRS 40 (PSF) UPLIFT CONNECTORS FOOT NOTES z g 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG C9 a TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD THE TOR $. . m "' NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR fBALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND AHORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. U p E MORE INFO. E 0 w o FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE:=f 1. MISSED "1" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA, EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. R Is the intent of Deslgner/Engineer listed In the tltleblock of these o ` o w - " ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 32. . WINDOW ANDD SOHOPSUPPLIERS SHALL PROVIDE ROUGH OPENINGOVER IWHICH NTERIOR SHALL HAVE ELEVATIONS IF OVER THE PLAN. documents that these documents be accurate, providing Licensed _ $ ' I PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. ET MFRS.DRAWINGSALL AVE PRECEDENCE clear information. Every attempt has been made to rR p m 2. FOR MISSED VERT, DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG #5 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error. The Builder and all subcontractors are required to I V of© 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, prier to _' ¢ 6 u°n 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 Des(gner/Engineer are not PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY responsible for any plan errors, omissions,or misinterpretations DURING BOND BEAM POUR, CONTROL OF CONSTRUCTION SITE: undetected and not reported to the Designer / Engineer prior to A 7 DAMS HOMES 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 OONT. construction. All construction MUST be in accordance to the EMISSION 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 fcynd in these documents. Any questions regarding 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAYBE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST. STRAP W/ (4) aA"x 2ya" TfTENS 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 a directed to our Quality FLORIDA CONTRACTORS LICENSE NO. CRC1330146 MASONRY AND (7}10d NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#), IF CORNER STRAP IS RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE p b Q Irg g TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OREQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER Assurance Manager at 321.972.0491 immediately. No backcharges 6 MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 11/2" SDS SCREWS AND (5) 1/4" x 2 1/4" TITENS ONE EACH SIDE OF TRUSS. will be considered for reimbursement by the Designer/En neer v 3000 GULFBREEZE PARKWAY PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED T0, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER GULFBREEZE FLORIDA 32W3 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 without advanced notification and approval b the c CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY PERIL AT ANY TIMEFOR ANY REASON. y ry Designer/Engineer. Payments will be made In accordance to the a MISSED, CONTACT THE FOR FOR SUBSTITUTION.. terms of the agreement. DIVISION LOCATION: 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) PORT ST" LUCI E 16d x 2-1/2" NAILS AND 5/8" ANCHOR DOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT VI Job information: FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. S. MASTER REVISIONSnoo m DATE DESCRIPTION 0 -LIDA � y - Ln Ae MS ME \S Of Northwest Florida® N 04 A L z N C U M rn 120 0 J ED =) C, o 3000 GUI II L�JII E rL-ZE. PARKWAY G V L�,IJ REFFE EZE tl LO U!1 �A � �J� rn � Model Name /Number: 2265 1 VI Plan Issue Date: a" Monday, December 23, 2019 m KA PROJECT NUMBER: MODEI 2260� 2CR .6� Sheet: 19-8493 Of: 1 COVER SHEET COPY C/O TUB PLUMBING RISER NTS 2" VTR E c [� NJ 11.0. 57' n -0.1 I U 14'-0" i 0 TUB/ SHWR ; ; p F2 5 F 4" PATIO SLAB ' HOSE - _ 3.1 3.1 W/8^ x 8" THWN FMOl ; BIBB �--------------- .I .I EDGE 3.1 I 4'-6" 2'$" r- ', W/C" I JI II W , 110 1 I ^ya I LAV a _ _ [Q J I ■ _ �L:- JJ \ 4" STEPDOWN , , I W LAV ------------------- FMOI iD ' 110 L. JJ 1 i I 3.1 i 1 3'-4, m , I i ■ , I , ED C.J. ; SINK , 0 4 v N , 5'-5" I 7'-6" 21._2,1 , 8' 7„ 71U.„ ■ 1 , ' V 4 , I ._ _ _ -- 1 _t_ _ _ _ _ _ 1 _ , '� (p 'i I I r O O 7 r�- L___ � `" Ir 1 � ro LU= JJ ,CID M I I I LAV LAV ■ v I C.J. ' O v 1 1 6.,4" 3,_2" 2'.8" I I M01 7y W/C ` ' " I I 3 X 4 , II v ■ i 3.1 LAV �r HVAC 'I GARDEN TUB ,, I1. F.G. `D °9 i��'� I •------ I -n, :�r, ,11 II cl II SHWR , M (D I(. M ' J J ---- -}]�IJ3z_fi W94L L--4 J l - - - J - F3.0 R T II yl 1 1 ■ a PROVIDE CHASE W/C "-,;;'tip`�:�I I ------gill i FOR HVAC UNIT .l�y`'t'S6`�~p ( M1 3.1 - ' ? I O ■ ;\'Otip ,; ; I I 5'-111/4" T•1> ; m - a - D J I - - a------------- ---------- i" Ii IL J l Al I 1 tO1p�tp TUB/SHWR o' _ J L lil l - -IJ, I III M01 I 3.1 co , i0 III`` i o '--__-_ ____cT -', iq i'; 3.1 , \"III ----------------- ----M -----------------W-H, ': -`---------- ------- -------- o ; �_� ■ •--------------- % ■ ® ® ■ ® 4" STEP ON FMO1 , ----------------- 4" STEP DIN3.1 4F�ll 0 T-O" 2'-2" J I , W ,n • ------ ------------ --------- ' ' 1 O r I C.J_ ■ ■ ■ ■ ■ FMO2 , - - 3.1 ; 1 (Q , I I a C.J. C.J. ■ 3'-8" , N ED FM03 ' FM03 3.1 I - _ - C.J. SEE NOTE 6 N N ' 3.1 F3.0 F3.0 (D ; F3.0 0 13'-2„ N ' 2" , , ' O I MASON TO COORDINATE W/ r BUILDER LOCATION OFELEC. FM09 r ' GROUNDING. SEE ELECTRICAL HOSE ; I 3.1 ' SHEET FOR DETAILS BIBIS ; `----------------------- ------------ --------------------' ■ ■■ ■ ■■ C/0 SHWR, 3'-0" 14' 8" rom FOUNDATION PLAN SCALE: 1/4" = 1'-0" ELEVATION "C" & "CR" GENERAL FOUNDATION NOTES: 1 PROVIDE MIN. 6 MIL, APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2 4" 3000 PSI CONC. SLAB W/ 6X6 1.0/10 W W M, OR FIBERMESH /FIBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND NER-284 FOR FIBERMESH OR NER-414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER & TREATED FOR TERMITES. 3 • INDICATES FILLED CELL W/3000 PSI CONC. FROM F-R. TO BEAM W/ (J.) #5 REBAR TYPICAL ABOVE SLAB. HOOKED FTG. DOWELS 17" EMBEDMENT W/ 30" EXT. ABOVE SLAB. q 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 CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF, CONCRETE OR IN EXTERIOR CONDITIONS). CONTROL JOINTS TO BE 1/8" SAW CUT A DEPTH OF 1/4 OF THE THICKNESS OF THE SLAB, FILLCUT W/ APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. 7 NO WOOD STAKES PERMITTED IN FOUNDATION. 8 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. 9 ALL FOOTING SHALL BE MIN 12" BELOW GRADE 10 MASON TO COORIDATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB 11 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY 12 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) THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. FOOTING SCHEDULE MARK SIZE DEPTH REINFORCING GRAVITY CAP.jibs] F1.0 1'-0" X CONT. 1'-0' 2 #5 E.W. BOT. 2000 F2.0 2'-0^ X 2' 0" 110. 3 45 E.W. BOT. 7200 F2.5 2'-6" X 2'-6" 1'-0. 3 #5 E.W. BOT. 11000 F3.0 3'-0" X 3'-0" V-0, 4 #5 C.W. BUT. 156U0 F3.5 3'.6" X 3'-B" 10- 4 #6 E.W. BOT. 21500 F4.0 4'-0" X 4'-0" 1'-0" 505 E.W. SOT. 28000 F4.5 4"6' X 4'-B" 1'-4- 5 #5 E.W. BOT. 34500 F5.0 5'-0" X 5'.0" 1'4" 6 #5 E.W. SOT. 42500 F6.0 6'-0.1 X 6'-0" 1'-4" 7 #5 E.W. BOT, 615W LEGEND - INDICATES SINGLE -STORY FOOTING ® - INDICATES TWO-STORY FOOTING - INDICATES CONCRETE FOOTING �b e qc * F11- /i.. 'E ssxoltk , >ev� gg '0 eVm ; LO W O0 4E qk # gg � Z n§.i W��Nbi fi LL� 1 E W a $= a "w W g2cf LL 'fi LL! W i w a tz .25s w5y�//��BNo Zm� O ay<a Z 0 OO UMZ m m W a a�aa y WM.FDSENG.COM ❑ ❑ ❑ Z M o Z M o 0 Z a � a J a Qp ig Q DO w C m If�1 (a � S M �M U LN E 3:Noo� c (Ovs .. ® r%AKA� FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 PORT ST. LUCIE ♦ I Job Information: 1 I 0 z = VH Lo W o co� N (o c`fn ai z 1-�Um a Q J LU Z:) GD o J m W U) u- IVI Model Name / Number: 2265 ♦ I Plan Issue Date: Monday, December 23, 2019 ♦ KA PROJECT NUMBER: 19-8493 Sheet: 3 Of: FOUNDATION PLAN LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 2,281 x 3 = 6,843 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 400 GEN LIGHT'G & RECEPT. + APP. CIR. = 35,393 SUBTRACT 100 % OF FIRST 10,000-10,000 A= 25,393 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP) 10,000 8= 20,ODO CIRCUIT CALCULATIONS FIRST 10,000 AMPS @ 100% = 10,000 + 40% OF "A" = (.40 x 25,393) = 10,157 + 100% OF "B" = (20,000) = 20,000 TOTAL WATTAGE = 40,157 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 167 WP GFI O VERIFY LOCATION WITH BUILDER x Lu Lu W BIBB INSTALL FAN . OX PREWIRE 11, ,INSTALL FAN BOX PREWIRE INSTALL FAN BOX PREWIRE INSTALL FAN / �NSTALL FAN BOX PREWIRE BOX PREWIRE F WP i , I GFl ---------- , GFI; FOR HOOD TI GFI: O I �G", I FIB ' An I i 11 um Ip TIT,, ,I 220 O d) GFI ' 22b I, GFl / ' 0 42" J U� Z -- a ATTIC ELECTRIC w ; IF REQ'D BY CODE `------------ / NOTE: / KEEP COACH LITES OUT GFI @ 42' 1Z OF BANDING, QUOINS, AND ROUND COLUMNS WHEN POSSIBLE, REFER TO ELEVATION FOR TRIM. ATTIC ELECTRIC IF REQ'D BY CODE I� ;D/W n IEi I / FAN A I / PREWIRE I I � , I I I � I i � I 1 I , I / � I � I I � '—' jr \ w III III ICI .III III III 111 ,II GI 'IL4LJ (- COACH LTS. FOR GARAGE / FOR ELEV. DOOR OPENER "C" ONLY ------------------------------------------------- NOTE: LOCATION OF METER AND PANEL BOX ' TO BE BY BUILDER. IF NO GARAGE SEVICE ' DOOR IS PROVIDED A DISCONNECT SHALL PLACE COLUMN BE ADDED AT METER LOCATION. ' i / COACH LIGHTS ON � WALL BEHIND WHEN � /. CRAFTSMAN ELEV ; IS USED I , p-y INSTALL FAN ,BOX PREWIRE --- ELECTRICAL PLAN COACH LIGHT` - — _ - COACH LIGHT SCALE: 1/4" =1'-0" �I ELECTRICALNOTES. 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 FBGR E3902.16 ALL 15 AND 20 AMP BRANCH CIRCUITS ARE REQUIRED TO BE ARC FAULT PROTECTED. 7. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED INALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70-14. SUCH DEVISES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 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 W 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 OUTLETEVERY 24". THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THE 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. PER 6th EDITION FBGR E3902 6 14. IN ALL AREAS SPECIFIED INN.E.C. 210.52 AND IN 6th EDITION FBCR E3901, ALL 125 VOLT, 15 AND 20 AMPERE RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. PER 6th EDITION FBCR E4002.14 AND NEC 406.12(A) 15. RECEPTACLE OUTLET IN GARAGE FOR GARAGE DOOR OPENER TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI). 16. ALL PERMANENT INTERIOR AND EXTERIOR LIGHT FIXTURES TO BE 10096 CFL BULBS ELECTRICAL LEGEND SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH /�` FLOOD LIGHT $4 FOUR-WAY SWITCH $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE _a u- In -U n TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE 110 VOLT DUPLEX OUTLET c CEILING FAN I 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT h 2 DOOR BELL CHIMES �,I. WP W WATER PROOF W/ GROUND FAULT v 220 VOLT OUTLET &-- DOOR BELL ® SPECIAL SERVICES OUTLET D0 P DISPOSAL TV❑ T.V. CABLE OUTLET LO DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING a JUNCTION BOX Q WATER PROOF RECESSED LIGHTING T� THERMOSTAT BATH FAN Q LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT IC INTERCOM SYSTEM L.E.D. DISC LIGHT OM] GARAGE DOOR PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED SAME AS UNDERGROUND INH ELECTRICAL CONTRACTOR 200 AMP SERVICE 200 = 2I0 COPPER OR 410 ALUMN. IN 2" CONDUIT M( ETET2) MAIN DISCONNECT 200 AMP A/C DISCONNECT UNDERGROUND SERVICE BY IN POWER COMPANY 914 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL # 12 COPPER TOAPPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE INTERSYSTEM #8TOHVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER 8) APPROVED GROUNDING ROD W1 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. a 0 d 3 _ Q' d 5 0 c � E O N � m c N C4 2 L Q s O U � o a g IW E 00 cq Zug S3 m J9Nt a Lu tltl W W a: it has€ ? 5-a Z o�g N1aNd�a WWRISENG.COM ❑ ❑ ❑ Z ro Z N �11 z "' �!J Z J Y a 4(1) W !- � o E O W to � m tit d Fen U -: c In .Q mom m "I ® DAMS HOM S � FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: noon O L: LL.I Q% Y a) tl M N N 3 E zoomID OJLuZ) o VI Model Name / Number: 2265 VT Plan Issue Date: Monday, December 23, 2019 VI KA PROJECT NUMBER: 19-8493 Sheet: 4 Of: ELECTRICAL PLAN TOP OF BLOCK W'DO HEAD HG'I a b FIN. FI.R, _ TOP OF BLOCK W'DO HEAD HGT 0 co ZD FIN. FLR. DBL 25 SH On roar vrrvi FIBERGLASS SHINGLES —� 23 SH LITE TEXTURED CEMENTRIOOS 25 SH DEL 3050 SH OFF RIDGE VENT OFF RIDGE VENT FIBERGLASS SHINGLES —� L 2550 SH 3450 SH 2868 6 7- RIGHT ELEVATION 11CIIII SCALE: 3/16" =1'.0" 12 6 LITE TEXTURED CEMENTITIOUS COATING IRG. @ DINING RM. - BRG. @ GARAGE Im TOP of BLOCK W HEAD HOT 4 m � io FlN. RA. TOP OF BLOC W'DOW HEAD iG7 c, � a 25 SH FIN. FLR. - REAR ELEVATION SCALE: 1/4" =1'-O" ►�j N N FIBERGLASS SHINGLES 1 DECO 6" FRIEZF VENT TYP il —� 16 X 7 OVERHEAD DOOR n OFFPI00E VCNT 6 I� FIBERGLASS SHINGLES LITE TEXTURED CEMENfITIOUS COATING 25 SH 25 SH n ! MEN !M0000011NOM EMN EMN mom ME 100 !00100 10 ON 1 EJE -------------- DBL 26 SH 16" TRANSOM — 12 6 3068 DOOR WITH (2)- 12" SIDELITES & 60" X 16" TRANSOM FIXED GLASS ABV VENTILATION CALCULATION Formula = SF / 300 / 2 * I" = net sg inches of venUn¢ needed eaually for Intake and exhaust offit product provide lidze vent Drovides 12 netsgin 00 net so in Total needed tor exhaust tor upper 1/3 749 net sq inches Total needed for intake (soffit area, lower):' 749 net sq inches Number of Off Ridge Vents for upper 1/3 needed ' 5 L.F. of Ridge Vent needed (can be used 1ncorn bo with 0RV) 42 Lineal Feet of Soffit needed to meet required 136 Lineal S.F, provided. by plan 220 OfTg1p0E VENT LEFT ELEVATION "C11 SCALE; 3/16"=V-O' TOP OFBLOCK N'OOW HE4 HGT 4 � do a RN. FLR. a m w m Y FL c @`l9liiftlNOl OWIV of E' r P. f �H Qqq L I � U U S m c fill] 0 Be m ;�M Z W Xi�m (Ji CJi "ms g" ri+im o W Za.ix ix m Do o g� LIL ZW Qmss� ESN o g�gg�� cQiro�. o. P {Vdwvr.FOSENo.COM ❑ ❑ ❑ v m Z N O m Z .gyp ��`w-lylj r Z 0 S c Q c 3 D_ z Y c Z a 4-J N w `.'0 W W c m v if>3 U 12 12 cvi V W ON8 0 y cm M� Q 6 oD 4� ADAMS HOMES v` N � G T-Op FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GUL.FBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 a F DIVISION LOCATION: z PORT ST. LUCIE m YJ Job Information. o Eart� r m 0 12" X 22" DECO VENT BRG @ ENTRY — - — - — - — - — - — - Q 0 to O � 6" FRIEZE 'w W T.O.M. 12 U M d +F V7 @ W'DOW HEAD HGT a E m rn Q V1 Model Name /Number: 2265 VI Plan Issue Date: FINISH FLOOR Monday, December 23, 2019 VI KA PROJECT NUMBER: Day 25 SH 1"493 r Sheet: Of: FRONT ELEVATION"C" C' `,�LT� SCALE: 1/4"=1'-0" ELEVATIONS - C SEE DE G.C. TO PRI BLOCKING' W/ APA REI FOR SPAN f 7/16" OSB SEE "HIP/R BLOCKING" ** 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 20'-0" MAX 11 20'-0" MAX T603 O EQ. 9 CONTINUOUS BOTTOM CHORD "X" BRACE SEE BRACING 2 X 4 MIN. SEE DETAILT804— — — — (VIDE '0 DETAIL TB01 v COMPLY AMENDATIONS— 'ATING OF _ 0 DOE v DETAIL - — — — — — '9 — — — - n — Q — — 4 a�4 � a � — — � — EQ. TOP & BOTTOM CHORD GABLE END BRACING CM —/ ` 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 NITS 71 4 Ff. 2 L-----------------------------------------------------------• I I _ 4 FT. O; O I I I � L---------------------------------------------- 5 Ff.- O lO 5 Fly. 4 Ff. O2 ' \FF7r' ----------------------------------------------1O------------------------4FT. O ROOF NAILING ZONE DIAGRAM O NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL ROOF NAILING SCHEDULE. O NAIL AT TOP PLATE TWO ROWS@4"G.C.W/8dCOMMON NAIL . © NAIL OPENING PERIMETER @3"O.C.WI8dCOMMON NAIL NAILING ZONES (SHINGLE AND TILE) 0 NAIL INT. AT 3" O.C. w/ Sd COMMON NAIL ZONE 1: RING HANK NAIL " O .C. N ED E AND I FIELD O 8d G S S@ 6 0 0 G 6" 0 C N O & NAIL 4" O.C. ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 INN FIELD ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD STAGGER ALL VERT. JOINTS @ Wf8d COMMON NAIL (NOTE: IF 6/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING FO PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER NAILS SHANK NAILS) NOTE" W/8dCOMMON @4"O.C. GO (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL 7/16" OSB MIN. (SHINGLES) SPAN RATED 24116 OR ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOO1b (TILE) MEMBER IF GABLE END 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" 15132" OSS (2} 2x TOP PLATE 15/32" OSB EXPOSUREI EXPOSUREI BEYOND SHEATHING SHEATHING II II u I II II II 11 II 11 PROVIDE I II BLOCKING AS h II REQUIRED PER If SECTION X-X IF NOT FULL II. II HEIGHT SHEET C II II II II II II II II Q �LOOR SYSTEt' ��Y[57:1�69ay\ial� L1 2x RIBBON OR BLOCKING BETWEEN FLOOR 1 II I I II II II SOLID 2x w I I II I I II BLOCKING @ ALL �. III II II II II SHEATHING 4n� III I I II II II EDGES (SEE z III C II it II r- I SECTION—, y- III III III OPENING If II 1 - III - - II- - II I,.. III III III II It II II 11 II II 1 III II II II �o 2x STUDS w .�--1� 1 11 II I BEYOND. _ III I 11 II I II I 11 It II 1 SEE PLAN o H¢- III II II IIII II 11 I I �? III II II IIII II II JI I HORIZONTAL WALL ELEVATION DIAGRAM "S" = NAIL SPACING 2x4 P.T. BASE PLATE BEYOND SEE PLAN SYSTEM AT ALL PANEL BLOCKING /811 LOCATIONS MIN 2X4#2SPF TURNED VERTICAL W/ 7/16' FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL 1 /4" I S /2" W/ (4) 8d NAILS. s�' 1n^ I-- ------ - NAILS @ S 1., ALTERNATING STAGGERED -3" C. SINGLE NAIL EDGE SPACING DOUBLE NAILD.SPACING BLOCKING SECTION X-x *CONTRACTOR TO INSTALL EITHER HORIZONTAL OR VERTICAL BLOCKING AS SHOWN. BOTH ARE ADEQUATE TB13 WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. -OR TRUSS BRACING AND ADDITIONAL (ROOF INFORMATION SEE SHEET S-4 a IMF50N•CONNECTOR SCHEDULE USP -CONNECTOR SCHEDULE NARK TYPE CONNECTORS FASTENER& OFF SYP CONMECTOR&FASTENER8 OFF SYP OFRAME HEM 6 W(9)1 W x i t2' OR HTAt6W(lOjl0dxi12"M MA9MRY fETA2OW(9)1Nxl W- 1810 HTA20 W(10110tlx11T2' 1586 1870 B O FRAME TO FRAME H2aAW/(10)BENML9 IxN 686 Rl]AW (l0)8tl NAILS 016 a00 © FRAME TO H10A w110)tW xl tn' 'MA 10,10 RT16A%M7)1MxllM' M 1020 FRAME 1OA2W(1S)10dx1 V7AT2PLY7RUWE8 M 1060 718.2W(18)10dxl IWAT2MYTRUBBES ICE I060 O FRAMETO MT312 wA1d710tlx112'IAl EXTERIM m0 MTW12M14)101.111T(ATE)TERCR FRAME LOCATION INCLUDE ] IM TOENAILS) WO LOCATION INCLUDE (3) 124 TOENAILS) 10N 1186 OE FRAMETO MOT W(22)10d NNLS AND 6M" A.T.R. W 17' 3330' MIIGTT8w120110tl NAL3ANOM8'A.T.Rw MASONRY EM9EIXHENIWEMPSM'9ET EPDXY IT EMaEOMEMw9MP9M'9EP'EPDXY 3330 440E OFRAMETO HT920wR4110dx11M'(AT IXTEPoM vA8 HT'N10,404)10tlx1 IM(ATEXTERIOR FRAME LOGTDNNCLUVE(9)l"TOENAILS tstD LOCATION NC.UOE (9)12d TOENALS 1286 t630 FRAME TO (4 Ni920 w(48)IOdxt vT (AT EMfRDR 2400 (2)HTW'IOwI(48 w. 11M(AT EXTERIOR FRAME L.00ATDN NCLIAE(�12dT0ENNL9 Zsm LOCATION INCLUDE(N1W TOENAILS IFA) 2570 3080 MWEM HOT-2w)(16)10d MUSAND(2)L8• AT.R. HUGT2 W(18)1W NALSAND(2) 818' A.T.R. O MWONRI' WIT FMBEOMENTW81N1P9M'SET 10690 w/t2'aNEEWEMW5IMPSON "SET" 7020 9M ETOXY(HOT1FOR34PLYI EPDXY(HJ FORSALY) OFRAME TO FGTRW(18)1/4'X3'SCS WOOD SCREWS MOO 4725 RFUSW(12)W93WOODBCREWSAND MASONRY AND(2) 12 x 6' TDEN HD ANCHORBOLT& (4)SWTWEDGEEOLT 7100 � (1) LOR WIN) IM SINKERS c Q FRAME &p1114'x2IN'71 N2 17M WSD MASONRY SEE IN7711 NO BELOW ©MMEro MASONRY/ (2)LGTx w/(d3)tBd SINKEis 6(14) lW.21M-TITE14(2FLYTRU99) 9906M JOSO-Ip (�LLWTPW(B2J 18l9NKBLaa1t0) 3100M 91 W-M M S240F ST6i iN'zT WEDGE -BOLT (2 RYTRU99) 3800'F 4620-F FRAME M(28) 1W SINLIMSFOR FRAME (EA) OR(92)lNSINKERSMRMPME(EA) 0 FRAMETO MASONRY/ (2)L6R9W(d41 ua'x9'9D98CEVNS 818134Px S'TRRN I2 PLYTRU88) 4]30M ,,FM � (2)LUGTSW(211t/a•x210WWff SCREWS 81013'S'zSM(2PLYTRUBS) WS & 11318'x BOOM 705OM "1 Q FRAME ORMINSIM(ERSFORFRAME E ( A) 601OF 6B96F OR &FOR MAME(fA) 6486E 7710-F V O BEAMTO BEAM MI1100PT MIC410 W 1" W i ('I91 tM NAILS GN2Ba0 U41M H0410 MT ID41dF W RD) tStl & (YO) tOd NML9 Gp30B0 U91950 yy y ©BEAM TO HU4100PTHUC410 W(18)TREN GY9500 HD410OP1"IOIFW120)IW.x 0N3355 y MASONRY 1M"x2 Wd°&1010d.NAIl9 1MH800 WEDGE.BOLTB 1010tl NAILS UN85D 0t L2 9EAMM MASONRY/ HU400PTHUO16W IS IOINALS& (MIf4'x2]/4'TRENROMA6) Ow1640 0YR'N100 HD460PTHU45WD)I0d NAILS A OtlM 00201E `S O FRAME M(12j Ntld(8)10d IFM FPME) UM80 W-F UN11]S BYP.M (12)l/4'X231e TAPCONS MA6.) OR (12) 18d & (6) 101(FOR FRAME) UNIM W" UISED SYP.M GD FRNVEMOHEWS 2LEWS OPT (2) HETAN 190 10 M HTAl8OPT(2)HTA2 1470 MASONW 1-PLVWdx 112M 238E 296E 1-0LYWRD)10x11T M .E 2-PLYW(2)10 2PLYw111?J 1Bd 2430 HTSM10W(8ji30 N41LSMD(4)1N'k21M' E96 1110 H1WMIBW(&)lWNALBAND(4) VRx13N" 114a 122E p TO TAPCONS WEDOE-BOLT OMAMf MASMRY OR HTSM20WOO)IOd NAILSANI(4)1/4W IN' 065 1110 OR TW1M20Wjl0)10d NNL8MlD(4) IMNI 3/4" p TAPCON9 WEDGEE0.T 1146 1226 ©MAME TO Hl(g W(8)Sdx112NAILSAND(2)3r8'xd° 3:780 MASONRY TITAN IO 910 W N ro OMzw(a)1N"x1 IM SDS WOOD Ol6RW(8)tH•xt ln"WB16 WgOD O MASONRY MASOFRAMNRY w/ 9MEWSANI(1)1 -(SEEN 183E 219E SCREWS AND ) 1510 163E O % $IMPeM TEIMIED SEE NOT (SEEA.T.R. NOTE A)EDw/ EMPSON'SET'SEE NOTEM Ol MAMEro 4I HTT6w(2B)iBd#12'WJl9 RAND It128'B p[1 HTT40W12D 1M#12"NNLS MID It) OJ O MASOINM ATA(WNOTE 433 5090 520 ATISEOTED SET' 500.E BELOW)SET' SEE NGIEN4 BELOW NOTEM aELD EFILOW) NTT4w(1.EPDA¢12NML9ANOINWO NNLS It) O O MASON" ATA EPDXIEDE 81MP8M "dEP 3640 623E 5f8"H ATA EPDXIED W II 9EP OPDXI DW - 6180 BEE NOTEMBELO FLCW) NOTEM BELOW '3 TD FFRAME H109w124)tW x112NAL9 M 910 LUOT1 W DO)adxT 1W MLS 1176 1046 p1 O FRAME TO HA9KT w!(4)1/d'x11n•90S WOOD 7W RTISMW(9)10dx11?NNIS& MASONRY SCREWS&(5)1Nk2 V4'iAPCON3 750 (4)1N-x13WTAPOON9 139E 13% D E TO VOTYN(10) 1l4'z8' 8D&WOOD SCREWS B a OFRAME MASC,W 11) WIT AT.R. EPD)WO W SMMON° 356E 4940 W 12' MIN EMBEDMENT TO (2)VGT W 132)114W SUS MOD SCREWS G OFRAME MASONRY &R16'S'a A.TAE�010EDw/SIMPSM 5170 71H T6E1-wf 12`MN. EaBEGMENT t FRAME VGTw(1a)1/aSa"90SNPoO08CiEWS& HOU49D925W(10)1Nz21/2.9D9 WOOD 32a6 MUOTISW1122)lOd NNLE&MR W(i8) 3 FRAME SCREWB&II)S'8"BA.T.R 46Sa t9tl NNl9&(t)61PBA.T.0. a160 O OF (2)HTTa W(a2)IBTYt1/P NAILS& ('n HRd6 W162118dM 112'NMLS �I00 FRAME FRAME --_�1)M8'a AT.R (SEE NOTE44I 437E 5080 &(1)WIFA.T.RI9EENOTE441 - 503E D. 2. D.C. MAY USE TRUER CONNECTIRUSPCORCNDE0S. EIL FRA INQ PLM ORDN.OM 3. G.C. MAYU9EEINERSIMP9MBON FULONNE1frSYP l TWTOINUPLANFM CONNECTOR ROLLOUT. 4. FMSIAX.R.UE T'TRU88ES. NT6.EMFULENT FOR S A.T.R. "M84DMEWFORTRUSS W.T.R. WROWSOF10d NNLSQYO. OFTSTIE. E NNM 18 MO LOWER 6'"EMBEDMENT FOR I2 A.T.R. e'C-MBSDMENTfM 63'A.T.R.O'EMBEOMENTFM TIa'AT.R. SEAT STEP, DEPiH IB FORA IOWFA BIAB} S S 11 TRUSS CHORD W4'U'2X SYP N2IMATCH CHORD LWEER SIM W(2)ROWS lOd@a°FROM END &a'O.C. STAGGERED CENTER AT OMNECTOR LOCATIM AS MUCHASP09910LE. A MINMALCONMECTMUNOONFRPMINGPVNN 1. CONNECTION FOR ALL ROOF /FLOM TRUSSES TO MA9014IHY WALL9/LINTI3& ICF WALLS UNO ONPLAN 2. CMFECTKINATWORSrO.C.PENdNGVERTiCALSMRALLFL00RTRUSBESPARALLELTOMAS W WALL39EE DETAIL Ml2 FOR MORE INFORMIAMN a CONNECTION FOR ALL HIP JACK(CORNER JACIQTO MABONMWALLSICFWAL18AJNTELS 4. CONNECTION FOR ALL CONTINUOUS RIM BOARD TO TOP OF MASONRYAT 37' O.0 MAX W(2) AT FACH CORNER O.0 TO VERIFY LOCATION DOES NOT CONFLICT WTJ19F APPLICAELE) LAYOUT R CMMCTP11F RTRUMESTOIMERIOR E NGWMDWALLSEAMSw/12)12dTMMIS © MINMM CMNELTpi UNOON MANINO PLAN t//��xCMMECTIMFMJMKTRIBSTOWOODWML RSEM A \6A MIMMALCONNECTMUNOONFRMIINOPLAN 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" OSS EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. .ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2x4 #2 SYP WITH (3)10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH Sd NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENTREQUIREMENTS SEE R905.1.1 ---NOTE TO FRAMER --- IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OFTHIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO .ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO. REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FDS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 C.M.U. OR ICF WALL SEE TYP. WALL. SECTION 2x4 P.T. FASTEN TO C.M.U. W/ 11/2" LONG T-NAILS ®2'-C" O.C. SECURE J-CHANNEL I012' O.C. 0h METAL DRIP EDGE D 2 x SUB -FASCIA ALUM FASCIA VINYL OG.C. SHALL VERIFY SOFFIT MATERIAL CAPACITY TO RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING WIND PRESSURE TYPICAL SOFFIT SUPPORT DETAIL MR iMva IIII Lj �- Y% ••, i f•�J % ARO F E ,��"7i1111 g Qc'4 co N W w g cq O � ®� �I 9 _ Sail ONm LL LL LL rp yyc 8�?'i 1�xxx��Z .fP cz UJI ®19IT11- aim PF`''R» N✓ �I �d,D COO Z �I g in m m of aP LLJLL 89 o p — g � a ' vArW.FDBErvacaN ❑ ❑ ❑ Z N 7 Z� z ,, J � — Y 4n to t ToO u W LnLn r Emy W�fC} U 5 M C Uk a mom 4 ® DAMS HOMES F FLORIDA CONTRACTORS LICENSE N0. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦ I Job Information: B® O I— z c TO W V L0 m N N w z a� ® J Z o 'L/U fJ ♦ Model Name / Number: 2265 ♦ I Plan Issue Date: Monday, December 23, 2019 ♦ KA PROJECT NUMBER: 19-8493 Z' Sheet: Of: R ROOF PLAN A V LINTEL BEAM: 1 COURSE LINTEL '.. BLOCK W/ 140 5 ONSHEARWALI SEGMENT BAR & 3000 PSIITOPOFSLAB GROUT, MIN. 25" LAP (ACI 530) loll 111111111111 TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. FILLED CELL: FILL BLK. CELLS WITH 3000 P.S.I. GROUT ONE 45 0 LOCATIONS SHOWN ON THE FOUNDATION CONC. SLAB SEEPLAN AND FLOOR PLAN. FOUNDATION PLANMIN. LAP 25" (ACI 530) FOR MORE INFO All -- A\ C L II r I MS021 TYPICAL SHEAR WALL SECTION TYP. TIE BEAM W/3000 P.S.I. CONIC. W/1 IS REBAR CONT. SIMPSON SP4 WAS) -I GO X 1 1 /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. CONIC. W/1 #5 REBAR VERT. INTERIOR BEARING WALL INTERIOR SHEAR WALL EXTERIOR FRAME WALL 8" C.M.U. 2"x 42 SYP/SPF P.T. W/ (3) 1/2" X 8" "D" BOLTS OR (3) 1/2" X 6" EXPANSION ANCHORS OR (6) 3" X 1/W TAPCONS OR (8) 2 7/8" HILTI TIX-DNI NAILS 2x BASE PLATE SEE PLAN FOR MORE INFO I MS031 ,,. LT�,".,, ,, / ,I� ,., .. I N.T.S. I EdncnAlnv nnAialrnrinni n�rnu #5 REINF. 20" MIN. LAP BAR R #30R#4REINFORCING 1��• BAR 43 & #4 ASP SPLICE 25" MIN. LAP #5 STD. 90° HOOK #5 REINFORCING BAR #5I AP SPI ICE SCALE1"=1'G' 3fi" M #6 REINFORCING BAR • GRADE 40 U.N.O. #B LAP SPUCE I MSO51 REBAR SPLICE DETAIL - GRADE 40 1 N.T.S. I ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2 x 4 1/4" X 2U- 12" O.C. 1 2 x 6 1/4" X 2U" 12' O.C. 2 2 x 8 1/4" X 2- " 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. BACKS W/ 1/2' O.S.B. BETWEEN FASTEN PT 2X NAILER TO MASONRY If DOUBLE 2X NAILER IS USED, USE 1/4"X 4 1 /2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED I MS11 12x BUCK DETAIL I N.T.S. I 0 LINTEL CHART w/ GRAVITY & UPLIFT LOADS FOR: ADAMS HOMES 2265 C STANDARD LINTELS Y , SAFE APPLIED APPLIED LINTEL' LENGTH R GRAVITY' GRAVITY LOAD SAFE UPLIFT UPLIFT LOAD BEAM COMPOSITE MARK LOAD (# PLF) LOAD (#PLF) (#PLF) 1 17'-4" 950 145 405 83 8F16 - 16 / 1T 2 41-611 6113 _ 1097 2707 423 ° 8F16 -.1B 3 7'-611 2661 716 1624 355 ` F16 1B / 1T 4 7'-611 2661 330 1624 146; „ ' TF)F16 5 41-611 2931 172 2707 95 8F16 - 0B 6 12'-0" 1254 208 724 ` 242 8F16 - 1B / 1T ` 7 121-811 1075 208 607 242 O 0 5 REBAR A-TOP MIN. qi REOO •• _ur CLEAR c.n.u. a GROur •9 REBAR AT BOTTOM O OF LN72 CAVITY BOTTOM REINFORCING 1.6,0"ACTUAL PROVIDED IN LINTEL VAR 66) e' VOMNdL aIDTH TYPE DESIGNATION h . P0.L15P wml GROUP , U . UNPV=p r G11AN, p .8 R®dR AT 50TTCM OF LINTEL CI 8FI&-IB/IT rvornNdL wlpnr j � Ir L OUAVnTT OF T 4OYMWL HEIGHT RFBPR AT TOP MATERIALS 1. Pc precast lintels = 3500 psi. 2. Tc prestressed Ilntels = 8000 psi. 3. Pc grout = 3000 psi w/ maximum 3/8" aggregate. 4. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 5. Rebar provided in precast lintel per ASTM A015 GR60, 6. Field rebar per ASTM A615 GR40 or GR60, Prestressing strand per ASTM A416 grade 270 low relmatlon. 7. 7/32 wire per ASTM A530, 8. Mortar per ASTM C270 We M or S. GENERAL NOTES 1. Provide full morter head and bed joints. 2. Shore filled lintels as mqulmd. 3. Installation of lintel most comply with the architectural and/or structural drawings. 4-. Lintels are manufactured wPth 51/2" long notches at the ends to accommodate votical cell reinforcing and grouting. 5. All Ilntels meet or exceed L/360 vertical deflection, except Ilntels 17' 4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stir°ps are welded to the bottom steel for mechanical anchorage. 8. Cast -In -dace concrete may be provided In composite lintel in lieu of concrete masonry units. 9, Safe load mange based on rational design analysis per ACI 318 and ACI 530 10.1.1Mel min, depths are called out on lintel plan. If contractor Installs a deeper lintel than Indicated on the plan, dome this increases the strength of the lintel and is approved whhowt engineering letter, if a smaller lintel is installed contact FOR for approval. SAFE LOAD TABLE NOTES 1. All values based on minimum 4' bearing Exception: Safe loads for unfilled Ilntels must be reduced by 20% It'heedng length Is leas than B-1/2". Safe Ideas for all recessed lintels based on 8" nominal hearing. 2- N.R. = Not Rated. 3. Safe loads are Total superimposed allowable bad on the section specified. 4. Safe loads based on grade 40 or grade 60 red railer. 5. Additional lateral land capacity, can be obtained by the designer by providing addional reinforced masonry above the precast lintel. 6. One #7 rebar may be substituted for two 05 rebars In 8" lintels only. 7. The designer, may evaluate concentrated loads from the safe load tables by calculating the maximum resisting moment and shear ut d-away from the face of support. 8. For composite lintel heights not shown, use safe load from next lower height. 9. All safe loads In units of pounds per linear foot. PRECAST "U" LINTEL W/ 3000PSI CONIC. GROUT SHALL BE FLUSH AT OPENINGS SEE GENERAL CONCRETE WITH TOP OF WALL LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT HURRICANE n R R ANCHORS 10" �j (� STD. 90 HOOK _ I HOOK (TYP.) z a - a r • STD. 90 DEGREE N � o REBAR ON BOTH SIDES—� ANGLE 3000 P.S i OF OPENING U.N.O. CANO. W/1 #5 DIA. REBAR PROVIDE KNOCK -OUT - BLOCK FOR FIRST '- COMPLETE CMU COURSE BELOW SILL& FILL SOLID `. W/ (1) #E BAR FOR ALL ' WINDOW OPENINGS 6'-G" AND LARGE 44-0 CMV V.N.O. I 1, A I I I'.I I I III I —SEE FOUNDATION FOR TIONII S __'r PLAN II I BLOCK WALL REINFORCEMENT N.r.s. TYP. BOND BEAM I 8" x 8" X 16" K.O. LINTEL BLOCK FILL W/3000 P.S.I. CONC. W/1 #5 CIA, REBAR INDICATES FILLED I CELL FROM FTG. TO BEAM WITH 1 #5 BAR MIN. TYP. DOWEL 25" MIN. LAP (ACI 530) `' !^ II I :ulS1SiIIIItUttr�'. ' ,• IS •., ♦ ' U i J�6 OFQ _ _ s Jr FL QRoFES! ��/'4N11111 TO @ Zlffl 'N SR21m .r 0 1100 W Co Ile,H Z W LL r_ o II• C 9 m Z $ "a` W Q��m5 W a w W CT±�aWW Z a t g5 a Oc y! M 3S3 O�ONOQ � Z O v �m=fi Y��ry Op~ w C3 y7§�>o D m o o�€LLZQe,Y-8m�a W "`-� o �'. 8� 9 O '� 0 In 2 u U O YAWI FOSENACOM ❑ ❑ ❑ y � Z N � w O � Z CIL c Q c { J {S� z m $Q Z Q c ^Y o V/ an re ,...I " 4an w r U — E9 z wO E w o `m CI s � V) L) 0 m w ON o ti G _ , W co r N 3 c avY �Q amour am' m ® DAMS HOMES o` FLORIDA CONTRACTORS LICENSE NO. CRC133I 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: 0 z LO O WU M y.. R L6 N N N E 2 z I— Y< 0 a 0 _I LLJ Z:) c o .J m Cn Ci) GD L2 Model Name / Number: 2265 Plan Issue Date: Monday, December 23, 2019 KA PROJECT NUMBER: 19-8493 Sheet: S I Of. LINTEL PLAN 0 SIMPSON HETA 16 2x6 #2 SYP P.T. EACH END W/ (2) Y2"x5" SEE FLOOR PLAN WEDGE ANCHOR FOR BEAM SPEC. 0 OVERHEAD SECTIONAL N DOOR TRACK W/ 3/8" X 8 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" o I I d „ „ d o "J" BOLTS WASHERS SET IN o FILLED CELL W/ #5 TYP. FILLED CELL € MIN. 5 PER JAMB. VERTICAL b " m SECTIONAL @ OVERHEAD " e DOOR ! Q .44; CONT. P.T. #2 VWOOD SYP 2" X 6" : r b Q' TRIMU '•. E 4 J� F Lp: o 2"x6" P.T. WOOD JAMB •II E T ✓s� Q •.•.•P• N� OF '' DOOR AND CONNECTION PERRESS\p a 7�71r f/OIfI1111XI, ` GARAGE DOOR MANUFACTURER GARAGE SLAB V TYP. GARAGE DOOR a 0 E N TRACK MOUNTING DETAIL ° � ° C T a NOTE: DETAIL CD22 / 8.2 MAY BE SUBSITUTED FOR THIS c DETAIL- UNLESS NOTED OTHERWISE o 0 MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. CD21 ENTRY CMU COLUMN/BEAM N.T.S. a 0 c ro ,,I<'EN t4 t�0 N 2'1'agl ei j 00 v i N 0 8800a J J J - N y AP W OI�NN LL LL LL ��t.4 Mfl`my cS�IJn Ir �9et O � W g I�� I,IJ g 53 a INSULATION PER FBC AND ENERGY TORM SSUBMrFTED WITH IT a z g Z a am ` APPLICATION PROVIDE BAFFLES � spy ems "„8 U) � s-0 m o 5i AT EAVES (FOR VENTED ATTICS) s w z r3LL 12 12 FIBERGLASS SHINGLES OR TILE ROOF (PER ELEVATION) ° o T£ 5 W Q °' a o o o_ g SEE ENERGY FORM CALCULATIONS FOR INSULATION REQUIREMENTS SEE PLAN OVER APPROVED UNDERLAYMENT o 8 @ o Sys P J SEE PLAN PER FBCR 90TU OVER °- o ° El El El PROVIDE BAFFLES AT EAVE PRE ENGINEERED WOOD RATED STRUCTURAL SHEATHING v V- VNNLroStn6.COM ro p z FIBERGLASS SHINGLES OR TILE ROOF (PER ELEVATION) OVER APPOVED UNDERLAYMENT TRUSSES @ 24" O.C. (SEE STRUCTURAL NOTESt FASTENED TO TRUSSES PER ROOF y PER FBCR 905.1.1 OVER APA NAILING SCHEDULE) a W M RATED STRUCTURAL SHEATHING PRE-ENG. WOOD (SEE STRUCTURAL NOTES , TRUSS ANCHOR (SEE PLAN) ' -' SEE PLAN FOR 5 Z 6 TRUSSES @ 24" O.C. TO TRUSSES PER ROOF-— — _ _ ERG. HT. S a FASTENED NAILING SCHEDULE) TRUSS ANCHOR (SEE PLAN) 1/2" DRYWALL FELT PAPER OR • • ,ETAL DRIP EDGE _ Z ' TO BE INSTALLED ON OUTSIDE TRUSS PLATE �° FACE y 3/4„ P.T. NAILER / 2X SUBFASCIA (TYP.) FRAME FOR BUILT-UP min (3) 2x4 OR _ _/CORNERS w QX SOFFIT. SEE ARCH- 4x4 2x4 POST UNDER EAR " o � �• 1/2" DRYWALL PLAN w/ m tMETAL DRIP EDGE 1/2" DRYWALL , CURTAIN NAILER /� 8 x 8 x 16 K.O. 2 X 4 P.T. PLATE END OF SUPPORTING BEAM. KEEP IN 3/4" FOR SHEATHING NAILED w/ 8d NAILS 6" g l/ '�11J 0 c m CONNECT ALL 2x STUD 2X SUBFASCIA 1 x 4 P.T. Cal WINDOWS LINTEL BLOCK 1 x 8 P.T. @ S.G.D. n O.H. W/ (1) #5 DIA. REBAR & AND LATH WITH FINISH O.O. (TYP.) ALL SIDES i o ii d ro jcq �� TO TOP PLATE WITH (4) 16d TOENAILS SOFFIT SEE ARCH. SEE ELEV. 3000 P51 CONCRETE , (TYP.) FRAME FOR COR- °� NERS FOR NON LOAD UN ^Iiltoh-' PRECAST "U" LINTEL y�� ao ° s c°� )�` 1/2" DRYWALL SEE SCHEDULE IA ✓ v o o`v BEARING SIDES NAILED a �0 . _ m SEE PLAN FOR HEADER SIZE t w/ 16d NAILS @ 8" O.O. U N o o. oa° o"° \\ \\a O a V� OO \soyl 6° amour Q',m'. . \\ 5v h OPTION: 15/32" OSS EXPOSURE 1 ON O.H. EXT. WALL W/ ALL EDGES BLOCKED. r 1/2" X 8" 1-BOLTS \ \ (1) CENTERED EA. (TYP.)4 COURSE HIGH A.F.F. 2 MAXIMUM OF (3) - ZX PLATE$ MAY BE ADDED BELOW THE HEADER W/ EACH SEE ELEv. $EETB13 FOR NAIL ATTACHMENT. SIDE w 2" WASHERS \ � CMU BASE FILLED w/ CONC / FLORIDA CONTRACTORS LICENSE N0. CRC1330148 PLY ATTACHED W/ (2) ROWS OF lfid (OPTION) STAPLE: 16 GA. 1 3/4" STAPLE @ 2" O.0 EDGES AND FIELD. A NOTE: 44" MAX. SILL HGT. ON n FILL CELL -(1) #5 DIA. (TYPO W/ (4) VERTICAL RENF W/ HOOKS INTO FIG & AT TOP . ° NAILS AT 8" O.C, n ALL BEDROOM WINDOWS. „ REBAR W/ 3000 PSI OF COLUMN PLAN AI -Al d 3000 GULFBREEZE PARKWAY M CONC. ALL LOCATIONS H SHOWN ON FOUNDATION " GULFBREEZE, FLORIDA 32563 ALUM FRAMED / WINDOW w SCREEN & FLOOR PLANS n DIVISION LOCATION: (G.C. TO VERIFY W/ FLOOR PLAN N PORT ST. LUCIE LOCATION OF OPENINGS IN .4+ N LSTA30 SEE FLOOR PLAN EXTERIOR WOOD WALLS. IF NO w/11-10d1-10d TO BEAM a e' FOR BEAM SPEC. w VI Job Information: OPENINGS ARE INDICATED, FULL & TO FRAME BELOW 8 STUDS ARE REQUIRED). P NOTE: 44' MAX. SILL HGT, ON r ALL BEDROOM WINDOWS. ALUM FRAMED WINDOW `} W/ SCREENNo / CEMENTITIOUS DECORATIVE A PRECAST CONC SILL ' M FINISH 7/8" THICK PER ASTM WINDOW TOOL C-926-98A PER SPECS N u I , c O 2X STUDS (SEE FLOOR PLAN FOR INSULATION PER FBC AND ENERGY N FL 10 MORE INFORMATION). SEE T613 1/2" DRYWALL FORM SUBMITTED WITH PERMIT V y EXTERIOR FINISH - APPLICATION PROVIDE BAFFLES AT , n 8. ON SHEET 6 FOR NAILING INFORMATION FOR (SEE ELEVATIONS) EAVES (FOR VENTED ATTICS) < L0 O 0) SEE ENERGY FORM FOR WALL SHEATHING. WALL INSULATION P.T. 2X #2 SYP. BASE PLATE FTG. DOWEL #5 DIA. REBAR 1 x 2 P.T FURRING 1 x 4 P.T. 17" IN CONCRETE - 25" EXTEND 530) ABOVE 10 E Uj +U1- REQUIREMENTS w/ 1/2 x 8 A.B. (OR 1/2" x 8" TITEN BASE NAILER SI MPSON HETA20 Al Al BUILT-UP CORNER MIN (3) 2x4 0 '� > (0 E HD) WIZ'WASHER AT 32" O.C. SLAB, ALL LOCATIONS SHOWN L L WOOD BASE ON FOUNDATION PLAN W/10-10d TO COLUMN OR 4x4 POST w/ 2x4 UNDER POST m N N m WOOD BASE— MIN. 6" FROM END - SEE WS07 _ —� SHIELD EACH END OF BEAM °' I— U rn o_ FOR TERMITE SEE FOUNDATION PLAN SEE FOUNDATION PLAN FOR T O o FOR SLAB INFORMATION TOP OF SLAB SLAB INFORMATION _ _ ,}, TOP OF SLA • ' 2 X 4 P.T. PLATE BOTTOM STRAPS MUST BE o` ' ^ r ^ 00 J u_ v I v, " * INSTALLED ON INSIDE OF ♦ Model Name / Number: GRADE GRADE COLUMN. DO NOT BEND a„a v Ile o F a �, ,, STRAPS UNDER PLATE. c '. e �r s? ?Y�v o" ° 2265 N77177 N PLACE STRAPS IN FILL , ,q' ° " v CLEAN v3SEE PLAN FOR • CELLS w/#5 REBAR r ° (TYP.)4 COURSE HIGH CMU BASECOMPACTED ,1 , RE -BAR QUANTITIES +� �I• • , • :• •,• FILLED w/ CONC - SEE PLAN FOR FILL •" ..�,• •, I;�, •,,•• ;,,.: • • SIZE. TOP OF COLUMN BASE - "� Monday, December 23, 2019 ♦ KA PROJECT NUMBER: ' •16 ,,. SEE FOUNDATION PAN SEE PLAN SEE FOUNDATION 2'-0" AFF g w FOR FTG REQUIREMENTS PLAN 19-8493 s NOTE: DETAIL CDRI. / S2 MAY BE SUBSITUTED FOR THIS DETAIL - UNLESS NOTED OTHERWISE T v Sheet: Of: WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4.=1'-X WS01 TYPICAL WALL SECTION - 8" CMU 3/4"=1%0" r a CD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE N.T.S. MING FILEv IL \.�.Li i i STRUCTURAL SHEATHING CLIP EACH TRUSS CLIP EACH TRUSS SEE TRUSS PLAN ' (SEE ROOF PLAN FOR TYPE) (SEE ROOF PLAN FOR CONNECTION I FOR TYPE),., FRAME OUT TO I I BLOCK EDGE FRAME OUT TO ' BLOCK EDGE FRAME OUT TO EXTERIOR SHEATHING BLOCK EDGE ONLY ATTACHED PER NAILING IF NEEDED. SEE PLAN SCHEDULE TB13 ON SHEET 6 A STUD ANCHORING: a I STUD TO TOP PLATE: SEE PLAN FOR a 2 X 4 #2 SPF KNEEWALL WITH R-13 INSULATION AT EXTERIOR SIMPSON SP4 BEAM SIZE R-13 INSULATION AT EXTERIOR STUDS @ 16" O.C. W/ WOOD FRAME WALL PER FBC ' WOOD FRAME WALL PER FBC R-13 INSULATION AT EXTERIOR STRUCTURAL SHEATHING ON ' AND ENERGY FORM SUBMITTED y AND ENERGY FORM SUBMITTED WOOD FRAME WALL PER FBC BOTH SIDE FROM TOP OF WALL WITH PERMIT APPLICATION I 2 X 4 SPF WITH PERMIT APPLICATION AND ENERGY FORM SUBMITTED TO BOTTOM OF BEAM, ATTACHED (WHEN EXTERIOR WALL IS AT 16" O.C.PER� c (WHEN EXTERIOR WALL IS WITH MIT APPLICATION PER NAILING SCHEDULE EXPOSED TO INTERIOR SPACE) ' o EXPOSED TO INTERIOR SPACE) (WHEN EXTERIOR WALL IS .N 2 X 4 P.T. EXPOSED TO INFERIOR SPACE STUD TO BOT PLATE: ) 2 X 4 SPF ' SEE PLAN FOR SIMPSON SP4 AT 16" O.C. m BEAM SIZE EXTERIOR SHEATHING n ATTACHED PER NAILING m` L SCHEDULE TB13 ON �5911 1P BUILDER FRAME LINTEL f �,••••• SHEET 7 AND 7.1 RADIUS AS REQUIRED «d.; 1/2" X 8 ' N NOTE: HOLD FRAMING 1/2" ANCHOR BOLT „ „ v `�,p\ 0 vj �Q I( BACK FROM FACE OF BLOCK @ 32" O.C. ' FOR SHEATING TO BE FLUSH BUILDER FRAME P E '• y 2x BUILD -OUT BEYOND WITH BLOCK FACE 8" CMU WALL ' AS RRADIEQUIREDG� , ro WF38 KNEEWALL @ENTRY FRONT WALL N.Ts. WF21 KNEEWALL @ENTRY FRONT WALL 3/4"=r-o" WF14 KNEEWALL @ENTRY FRONT WALL 1/2°=r-o" r e"= F1.0 e i� e PROVIDE 2x4 ON TO // RpFE5s1 " •\�ti�', OF 2x8 TO BLOCK OUT 2 ROWS 12d @ t (7"r7f((1111111: 3 TOP PLATE ATTACH w/ 3" O.C. E c 0 (2) 12d NAILS O.C. OUBLE 2x4 (SOLID BLOCK w/ 2x6) TOP PLATE ? STRUCTURAL SHEATHING E 7/1.W MIN. NAILED W/ 8d 2x4 STUD s8„M7h -gyp COMMONS @ 3" O.C. @ �. EDGE & 6" O.C. FIELD RUN PER PLAN p FULL SHEET FROM 2x4 BEYOND AGAINST 2x8 STUDS OP SPLICE is BOTTOM OF FALSE BEAM NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OUBLE 2x8 g SEE GE05 FOR ��` �`� TO TOP PLATE W/ (4) 16d TONAILS (2} ON EA. TOP PLATE 8 STANDARD �� N SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD 0 GABLE END 1 l� (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN o c FRAMING I �\\' ��\ *OP PLATE W 8d 2 1 2" x 0.131 NAILS (SIM. w/ 2x6 " \ NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) 2x4 w/ 2 ROWS OF E v TOP PLATE TRANSITION 12d NAILS @ 3" O.C. �g N 00 00 00 PIPE TR DUCT w/ OUBLE 12d .? Z � j, oo'er. I+ +I = PENETRATION THRU TOP SPLICE ;� P =.Saw ir rr 0. mR + ,I N TOP PLATE w/MORE -8m`i ir ~mDN8 Wa o THAN 50%OF TOP ROWS 12d� W=¢M w 2X TOP PLATE TO o GABLE END W 16d > PLATE WIDTH INSTALL $ € LL f w Z O°- W W / 3 SIMPSON PSPN516Z @ 3" O.C. a._ NAILS @ 6" O.C. I a m 8 a " o Z I W/ (12) 16d NAILS TYP. �^ v $ 5 (/� . o a -' TOP & BOTT. M/r1/ y u�1 " 5 (Af o w Y�o ¢� pp o OTTOM SPLICE o z �m z LL e jm d� In + +1 + + NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS '-/ $" ° a A a., `'S a �z2�.a•S. TO TOP PLATE W/ (4) 15d TONAILS (2) ON EA. OVER STUD g Y W 6" _j a m 8n"`. ¢ O SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ o s 6 F E 2X4 STUDS @ SE O.C. (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO K. o W/ SINGLE BASE &TOP TOP PLATE W Sd 2 1 2" x 0.131 NAILS F WWW.FDSENG-COM ❑ ❑ ❑ PLATE W/ PLYWOOD * NOT REQ'D. WHEN QT SYSTEM IS APPLIED SHEATHING Z N COVERING NOTE: N Z M 0 PLATE LENGTHS MUST BEAT 1 LEAST 8'-0" LONG. TYPICAL -S z .a GE15 FALSE BEAM AT GABLE END N.rs. WF17 TOP PLATE SPLICE DETAIL 3/4"=1'-D" 3 a QXW n m V o E uoa 0 2x8 SYP #2 E �O LL o CL TOP & BOTTOM \ /U-) m M ATTACHED W/ (� m (1) ROW 16d 2x6 SYP. #2 w E 1° NAILS 16 O.C. u14 1%.. 'y 14h RIPPED ; ' `'. = 0,N * CRIPPLES MAY/MAY NOT BE PRESENT. C In a v a Q C• BOX HEADER DETAIL VERIFY HEADER ELEVATION m a 0) 0 w Is Lo j C Q4 (2) 2 x4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x 6 LAMINATIONS W/ (2) ROW OF STAGGERED IOO ROWS OF STAGGERED 16d ROWS OF STAGGERED IBd COMMON WIRE NAILS COMMON WIRE NAILS COMMON WIRE NAILS (D = 0.148-, L= 3") OR EQUAL ONE INTO EACH OUTSIDE FACE) (ONE INTO EACH OUTSIDE FACE) NOTES. (D = 0.1V', L, 3-1/2') OR EQUAL (0=0.162". L= 31/2") OR EQUAL &F ONLY (1) KING (1) JACK USED AT EACH SIDE OF OPENING G.C. TO INSTALL (3) TITEN HD. 5/8" x B" EQUALY SPACED EA. SIDE 2X BLK'G. TO D.S.B. W 2 - 8d / EA. END HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 1 2 X 6 WALL KINGS JACKS KINGS SIZEJACKS EA END EA END EA END EA END LESS THAN 4' (1) (2) (1) (2) >4' BUT <9' (2) 1 (3) (2) (2) 10'-0" - 1& 3 4 3 4 —ANCHOR DI HEADER 3 'I'p A DAMS HOMES NAILED TO TOP PLATES, c HEADER & JACK 0 �a� FLORIDA CONTRACTORS LICENSE N0. CRC3330148 N0. &SIZE OF HEADER SIZE & GRADE 3000 GULFBREEZE PARKWAY EACTER H ENDS GULFBREEZE, FLORIDA 32563 SEE PLAN FOR (2) LSTA 30 a BEAM SIZE °' VISION LOCATION: 11 APPOSITE NAILS OF THE VEN COLUMN, 3)FOR SCREWS OR PROVIDESPACE A. "HOWNF R PER SIDE INTO CMU AT v PORT ST. LUCIE OPPOSITE SIDES OFTAT LEAST 3 SCREW SO NOS FOR SHOWN FOR 3-PLY) JACK TO HEADER NO BASE EDGE VIEW 21 ALL THICKNESS PENETRATE AT LEAST 3/4" OF 47 ADDITIONAL TO NOS SECTION 15.3 FOR 2X CRIPPLES @ D7 O.C. SEE SCHEDULE THE THICHNE53 OFTHE LAST LAMINATION. AOOITIONAL INFO. • 2 CONNECTOR REQUIRED (3) 16d W/ SIMPSON SP2 TYP. y ♦ JOb Information: WF37 TYPICAL COLUMNS DETAILS N.T.S. SP4 AT rSEE PLAN TOP AND BOTTOM COMMON �1(� III z-Rows izd NAILS [24" O.C. NAILS(TYP) FOR WLL STAGGERED @ HGT. 12" 0/C EACH `y * WHEN STUD LENGTH FACE OR 3-ROWS a / FOR OVERHANGS GREATER THAN • : FILL 1ST. 4 COURSES 11/2" CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) •J• :r. :r• F.F. OVERHANG 411 �. :• CMU FOR OVERHANGS BETWEEN 5/8" TO 11/2- NOTE: FOR OVERHANGS LESS THAN 5/8^ - NO REPAIR REQ'D. %%. P �:%ii/%PP/ 9 % / %/ �`m • .. �.,� ��d ' • O.G.•TOP NAILERiE �11 ��• (2) 16d TOENAILS EW/ ACH END�I 'i 2x4 SPF CONTINUOUS BLOCKING--- p . • p :. NAILS. SEE DETAIL ABOVE ELEVATIONSEE FOR ROUND/ SQUARE• BOX HEADER= I 2) A35 EI WINDOW OR DOOR .• 15 LESS THAN 12" USE 12d NAILS STAGGERED LSTA30 STRAPS AT EACH @ 12" O/C FOR 2 x 10 STUD WRAPPED OVER OR GREATER HEADER M m TOP PLATE & NAILED P O TO HEADER EACH SIDE o ap FILL ALL HOLES IN STRAP DOUBLE 2 x #2 s S.Y.P. HEADER W/ a z 1/2" FLITCH PLATE LOf LOCI NAILS @ HEADER. (U.N.O.) r , , " • B �- 0) V 8" O/C TYP. m FILLING AND BLOCKING AS o > m - CIO DOUBLE 2 x 4 REQUIRED FASTENED TO o N N 3 v 2 CRIPPLE STUD TYPICAL (U.N.O.) HEADER W/(2) ROWS m ` , m a) OF 12d @ 16" O/C UNLESS — V 04 NOTED OTHERWISE p_IW� Q o M J W '^ ,^ Do IL v' v' Oj 2 x 4 STUDS TYP, rn V1 Model Name / Number: 2265 SIMPSON H174 W/ (18) 16d NAILS &A 5/8^ ,� EXPANSION ANCHOR v ♦ Plan Issue Date: CMU W/ 6" EMBEDMENT U.N.O. NlhG OR 8 1/2" AT GARAGE STEP DOWN Monday, December 23, 2019 # TY HOLD DOWN CONNECTIONS ♦ KA PROJECT NUMBER: NOT REQUIRED @BEARING P.T. BOT. PLATE 19-8493 WALLS WITHOUT UPLIFT Y Sheet: S w Of: MS18 RETROFIT WALL OVERHANG DETAIL N.Ts. WF39 TRANSOM DETAIL AT ENTRY 1/2"=r-0" WF09 WALL HEADER DETAIL N.rs. N _v{ o TYPICAL WALL DETAILS 0 *DIAGONAL SPACED AT 20'-0" O.C. MAX " SAME SPACING AS BOTTOM CHORD LATERAL BRACING - - DROP GABLE END TRUSS & 2x OUT LOOK RAFTERS FOR OVERHANG GREATER THAN + I TO BE LESS THAN �' 12". ATTACH 2x OUTLOOKER @ 24" O.C. TO TRUSS WITH MTS12. FOR OR EQUAL TO 45" , - O.H.UNDER SPACE OUTLOOKER BLOCKS @ 24" O.C. NO STRAPS REQUIRED. --MINIMUM 2"X4" 8d NAILS @ 4" O.C. WALL AND ROOF r CROSS BRACING ' • - + SHEATHING, SEE T613 2x4 SYP BLOCKING FOR SPECIFICATIONS (SEE PLAN FOR , ,_J BETWEEN TRUSSES @ 48" LOCATION) .',-. % % BLOCKING O.C. MAX. FASTEN TO EA. 2x4 SYP L BRACE FOR TRUSS w/ 3-12d NAILS EA. GABLES 3'-0" TO 5'41" TALL. END 2x6 SYP L BRACE FOR 2x4 SYP CROSS BRACEF GABLES 6'-0"AND TALLER. APPROX. ' DERNAIPE THEN S 0 C. w/ ATTACH L BRACE w/ 12d NAILS @ 4" O.C. U 12d @ EACH END & (# CROSSING AT 45 ANGLE. GABLE TRUSS (NOT REQ'D WHEN BLE IS 4 1" OR SHORTER) 2" LONG 2x4 #2 SYP BLOCK AT STEIN (1)ATOSILL W CONT 2x4 SYP SPANNING (4) BRACE COACE LOCATION. FASTEN TOg TRUSSBAYS DIAGONAL PLATE w 10d @ 3" O.C. AY 8'-0" NAILED/ m (3) 12d _ W/ 3-12d TO CHORD (MIN BLOCK PLNAIL GABLE TRUSS -ao PER JOINT 1ST 4 BAYS)TO TOP PLATE w/ r`o - 16d NAILS @ 4" O.C. CONTINUOUS LATERAL BRACING , ANCHOR BOLT NAIL OVER X-BRACE AS SHOWN- �-- 4 BAYS1/2"x8" AT 48" O.C. MIN. 3 INSTALL BLKG. AT TRUSS WEBS KNOCK OUT COURSE `o CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING X-BRACING - 2x4 SPF OR SYP W/ (3) 12d @ EACH TRUSS WEB MASONRY WALL NAIL TOP OF "T" TO GABLE ROOF SHEATHING, SEE TRUSS w/ 2-12d AND 1 TB13 FOR ATTACHMENT SIMPSON H8W/ OVER JACK TRUSSES, SEE PLAN.�yyyy'q3E (III f TB01 TYPICAL CROSS BRACING DETAIL N.T.S. TB 22 TYPICAL CROSS BRACING DETAIL N.T.S. 6 10-10dx11/2" NAILS FASTEN (1) SIMPSON HGA10 •• @ 48" O.C. w/ 8 1/4"xl 1/2" v PROVIDE 2X4 MIN. BLOCKING AT SDS WOOD SCREWS GABLE NAIL TOP OF "T" 2x4 BLOCKING w/ 2.12d TOENAILS oa ' GL�' CENTER LINE OF HIP/RIDGE, TYP. END TO TOP PLATE /BEAM TO GABLE TRUSS w. 2-12d FRAMED WALL OR BEAM AND 1-SIMPSON H8 J = + O •�' U '" BETWEEN TRUSSES W/ (2) 12D w/ BELOW, SEE PLAN. V ACHENDroTRussTOP 10d x 11/2" NAILS c C�W CHORDNAILS CHORD @WOOD FRAMED WALL @DUTCH GABLE# '°•. FLU: ° •.. TRUSS ALTERNATE TO BLOCKING 77 CN � �� Ii `4` A PRE-ENGINEERED OVERLAP TRUSS BRACING GE01 GABLE END BRACING N.T.S. o E WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP A TRUCTURAL -- - PACE y G.T. SHEATHING `8 p ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 TOP CHORD WHEN REQ'D NAIL TO TOP CHORD TO PREVENT SHEATHING ACK ----- OF HIPPED TRUSS W/ ^' c SPAN FROM EXCEEDING RUSSE HIP 12d NAILS @ 6" O.C. P MAX 24" SPAN (EITHER G.T SIDE OR BOTH IF REQ'D) m (2) 12D NAILS ROOF MINIMUM (3) 12d o AT 12" O.C. MAX SHEATHING PER JOINT MINIMUM 2"x4" SPF OR g d SEE * SPACED AT 10'-0" MAX SYP TRUSS BRACING E PLAN (/5� yy;; N M,� V Bk4k 2X4 BLOCKING J N N N a.13m pOG.�i om'6c Z Wpf_NT LLLL HIP TRUSS 9�w `M2g6 BETWEEN TRUSSES B -1 A/ -s W SECT 40-F M. $ W s -AA �1 -.. d W �.i ° awW ¢ SP 6�m5 d� �g Z O ��w o a TB03 HIP RIDGE BLOCKING DETAIL N.T.S. T604 TRUSS BRACING OVERLAP DETAIL (TYP) N.r.s. €gg /R Nfa�W°ry o m LLV amT" K:yO =ao� Q��'i ¢ Be a &-g upJ dH c WWW.FDSEN000M ❑ ❑ El U O z M TRUSS NOTES: W 8 z Z m TJ 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND d BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULLBUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED = p, TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT ^ ` - EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (OB,C8,88) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL N (W\v - w It LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0' O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 312d NAILS AT EACH TRUSS INTERSECTION. U w 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. § O w o _ytln S. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. L/1 C m o M SEE TYP. TRUSS BLOCKING DETAILS L/1 L) MM SHEATHING �U ENE w o00 o � I 3 TO 4 TRUSS ;4 AS SHOWN '® = o^w TRUSS SPACES ALTERNATE DIRECTION w U O LO a Q rn ono RDB 3 m DAMS HOMES VERTICAL SCAB 2X6 #2 SPF 48" O.C. W/ (4) 12d TOP & BOTTOM OR H5 SEE TRUSS (2)-1 NAILS ' OR HCLR/LL IN PLACE OF (4) IOD SECTYION TO EA TRUSS REWIRED @ RAFTERS GREATER THAN 8'-0" B8 FLORIDA CONTRACTORS LICENSE NO. CRC133O146 3000 GULFBREEZE PARKWAY SEE PLAN OUSLE TOP DOUBLE PLATE TOP PLATE SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAILS GULFBREEZE FLORIDA 32563 PRE{NG. TRUSS SECTION B B zxsruowALL VARIES w/ ROOF DIVISION LOCATION: SEE PLAN SLOPE PORT ST. LUCIE • ` '' CONV. FRAMED RIDGE MAY BE NAILED w/ MIN. \ \ / h Job Information: VERTICAL SCAB 2X6 42 12d WHEN IT LANDS 2X4 SPF BLOCKING / \ `V (4) SPF 48" D.C. W/ (4)12d NEXT TO PRE-ENG. TRUSS \ BETWEEN TRUSSES \ 2x8 BLKING. NAILED QV EACH TOP & BOTTOM OR H5 OR \ @ 48" O.C. MAX. SIDE W/ (3) 12d NAILS WHEN HCLR/LL IN PLACE OF (4)12d B REQUIRED w/ (2) MTS12'S REQUIRED 0 RAFrFRS GREATER \ THAN 8' 0" \ / 2x4 SPF BRACE @ 48" O.C. - NAIL w/(4) EVERY 3r01E \ \ 12d AT EACH END \ SHEATH!- RAFTER \ ALTERNATE DIRECTION m \ \ O 2X4 BLOCKING BETWEEN CB BEVEL CUTS \ TRUSSES W/ (2) 12d NAILS (OPTIONAL) s ® EACH END, CONT. EACH BAY B TB 2X4 SPF W/ (2) #7X31/2° TRUSSES ¢ ` C U) ALTERNATING DB WOOD SCREW EACH TRUSS / / SEE PLAN J 1:0) BLOCKING OR H5 @ 48" O.C. / / A W InV PRE-ENG. TRUSS E N w M CONT. ROOF SHEATHING AT TRUSS TOP STRUC URAL SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP. \ / / \ o > (D f0 @ 04 E \ \ / / SEE PLAN FOR CONNECTION SIMPSON A34 OR I�N / 2X4 P.T. BLOCKING BETWEEN B (USP MP4) @ \ \ / / —j I"j � .-I O TRUSSES W/ (2)-12d NAILS @ DIAGONAL WOOD •� 2x8 42 SYP RIDGE BEAM AT 8 -0" 2'-0" ON CENTER \ \ / / � O � / /1 / A � LL �7 EACH END TRUSS MAX j( 2x6 RAFTERS # 2'-O^ac- \ n / 2X4 SPF BLOCKING vi J V Model Name / Number: MAX. w/ COMMON BETWEEN TRUSSES Y @ 24" O.G. MAX.W / TOENAILS RIDGE BEAM WALL BELOW T RI \' \ R 2X4 RAFTERS FOR SPANS LESS THAN (SEE PLANS FOR TYPE) (3)12d EA, END (TYP.) ' \ 4 FT @ T-W O.C. MAX W / (3) IOD MASONRY COMMON TOE NAILS TO RIDGE BEAM SEE PLAN ui 2265 STEELCONC 2X4 CONT. AT STEEL OR WOOD N Plan Issue Date: T & B CHORD BEARING SUPPORT .UVI TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/2" SPACE w Monday, December 23, 2019 @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING g SEE PLAN FOR MORE SHEATHING K A PROJECT NUMBER: INFORMATION 19-8493 2x4 S.Y.P. T Sheet: � Of: @ 16" O.C. N o N T806 BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.s. T11315 EXTERIOR NON BEARING WALL DETAIL N.r.s. ROOF FRAMING a Q AND BRACING DETAILS • 0 6" f 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. % SPA EVE 6" 6" 6" SINGLE DOOR SINGLE DOOR W SIDELITE 3" 0 3" 3" 3H 3" 3„ _ III f I 3„T. 3" 3" 3" 3m 6 6' 6 m DOUBLE DOOR W/ SIDELITES 2A /E D " 6' SPACE :VENLY 6 SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO BE 1'-O" IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE / FILLED PVC. PIPE. M TOP OF SLAB DO Z IL I III" I f - Ir - Ir v o_ d vl o z I ' 116" MIN. DIAMETER CONCRETE FOOTING IER DETAIL N.T.S. s" SPACE EVENLY i 09" R"9e moan NNL SHINGLES W/ 110R 12 GAUGE ROOFING NAILS. 3/B" MIN HEADS.6 PER SHINGLE. F^°( De'* vak OIAO UooeAe'I�' R `sP 5�cosge 7g411 sd Wge "A A", tli 3 GO nd Co' / Rake M I 21 e" x i s to use in valley centedlre r SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY TEOURED, PAINTED BEHIND FLASHING LOCATIONS) EXTER. WALL FINISH AND EXTENDING A MINIMUM OT 6' ABOVE 6" X 6- H GALV. VERTICAL RISE OF FLASHING VERTICAL WALL FLASHING CONT. AT KNEEWALL T ENTRY PLASTER STO SEALANT 8"X65ROOF } HIGALV.S I 4 FLASHING DETAILS NOTE! THIS DETAIL IS REQUIRED FLn§RING AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS, FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF WIDOW AND/OR SGD FRAME MIN.) GLUE STRIP w/ ADHESIVE SEALANT & SCREW w/ 3/16" x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. tp �a R905.2.8.5 GRIP EDOI PRWIOE OFF EDGE AT EAVES AND [NULLS a SHINGLE ROOFS. OVERLAP TO BE A MINIMUM OF 3Ia761 LAVE DRIP [DOES SHALL EMEND %In BELOW SHEATHING AND EMEND BAOK CN THE ROOF A MINIMUM OF Or. DRIP EDGE AT EAVES SHALL BE PERMITTED TO BE INSTALLED EITHER OVER OR LIND ER THE UNOERLAYMENT. IF INSTALLED OVER THE UPOERLAYMENT, THERE SHALL BE A MINIMUM 9b W OTH OF ROOF CEMENT INSTALLED OVER THE DRIP EDGE FLANGE. DRIPEDGE 9HA4 BE MECHANICALLY FASTENED A MAXIMUM OF 12 Y ON CEATE2 WHERE THE Vesd AS DETERMINED N ACCORANCE WITH SECTION 1301.2A.3 IS 110 MPH IL77 KM/HI OR GREATER OR THE MEAN RCOF HEIGHT EXCEEDS 33 FEET (10.058 tom), CPoP ECGE6 SHALL 3E MECHANICALLY PASTEA MAXIMUM OFd INCHFB GENERAL NOTE: 1-SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. 3-SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION AND CALL OUTS. TYPICAL 2x BUCK INSTALLATION OF WINDOW ATTACHMENT N.T.S BUCK STRIPS - 1x4 (DEPTH OF WDW. FRAME MIN.) GLUE STRIP W/ADHESIVE SENT BLOCK LINTEL & SCREW W/3/16" x 272 " PHILLIPS `1/2" DRYWALL FLAT HD. "TAPCON" SCTHRU THE WIDOW FRAME INTO MASONRY ]"\\\ JAMB MIN. 4" FROM END AND MIN. AN 161, C.C. ---1/8" SHIM SPACE EXT. FINISH DRIP EDGE WINDOW SEALANT GENERAL CONTRACTOR TO COORIDATE BACK OF JAMB SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S 2X WCJfDD RAmE HEAOTHERS SHEATHING BY OTHERS CAULK BETWEEN FIN &SHEET IMS EXTERIOR FINISH CAULK I BY OTHERS O.A. WINDOW HEIGHT 11/2" MIN. EMBEDMENT -40 WOOD SCREW TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S 1/4" MAX. SHIM SPACE 0 Madmum TaShmer.Spedrg (Jambs, Head and $III) 4" A" A.. A ` . Scrcree ws Nteummi; IH aaerbr fixed view window of Wall Framing: #2SpruoAlpUm/fb ors Sncone ry �� it Ih�I , v� L1,1�1 I�J II A"k, #15112" Screw ] Knimurn Penetration rr//a Cross Section view Exterior Sheathing prate¢ Me blocks (torn saatthes and odors damage untli wnsoualov, I$ Mrplate swi msutt to be ante the operang is 3/8" M i/2' larger than the window sift troll w:row1N and horaanhigy. -- -- • You May Who) to Predrill the instalbtlon holes In the An at this UM. Me notes in Be maxopyy Wa ss dMI are r& ASOMBARV VIEW Sep 2 Apply a generous bad of Onion to the bad'side A the molaltin9 im Use enough &limn to suffbemly All all VMS behveen the M and the Wag sheathing. Step Ireetthewindow into Meopering from the outside. The window i IabmM"alsde"ard"outsde", but athee labels have beef removed the gialing bead Should mWays be mMe inside of Be building, Sep 4 Install shins under the sill, adhasdrg Met, until the VB IS UUMb In the opening. SNms Should be Installed Laker the or every 2 feet. The wWOW should be basks amoded other with n more Man 114' bemean the window and wall framing. Sted S [stall a AIDx 1-11°crew 9"froth Me miner of fin at each and of the load, six and boll jambs. Step B ITataa the remanding fasteners In e" inchilnms from the coroar scans to the teeter of each frame member. tie care era to Over - tighten the saws and poi them through the M. Also, make sure the Stews go in straight and do not reuse the frame to bow. Wall naming should be a minimum Of #2 Spnae/pMWFIr Step 8 IfdEsired, a foam insulation OUR beapplied to Me MmerlOr gap beween the window and Wall framing. If applied, fhdnwsf bethe NON EXPANDING )YpEFOAAf. Sep 9 Since these Windows are Nyirepy used m rooms With high mdtslum, le; bMhsoam% it is rttanrlsnded that the interim gap behveen the window all wall framing also be sated wleL adome and too m an as rat to mtetere With the ITshille[mn o netPooard, Ule or trim, Sam Up Once of construction is complete, rennpw the bubble Whip hen the Inside all outside of the Window. If necessary, den USE blocks With a mild detergent and warm water using a soft doh. 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 A roval # pp 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. F1.7006.1 R-10 W/ 3/8" MIN PENETRATION THRU SHEATHING ROOFING VENTS: Florida Metal FLA FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, Products Inc. "OffMCO -rid event" ^ FL21580.1 R•1 ROOFING UNDERLAYMENT: 1st Choice WOODLAND TYPE II UNDERLAYMENTS-HVHZ UNDERLAYMENT SHALL BE APPLIED AND FL15216 - R3 INDUSTRIES INC #30 A TSATU TE ORGA F LT ATTACHED IN ACCORDANCE WITH R905.1.1 F 206.1 2nd Choice 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 B x 7 EFL15279.36 Swing Doors: 1st Choice +67.0/-67.0 THERMA ,,"ORP. GLAS DO GLAZED INSWING 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL FL20461.1 2nd Choice +67.0/-67.0 THERMA TRU-CORP. FLUSH Fl20461.19 FIBERGLASS DOOR I OUTSWING BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM FL20461.2 TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. THEREAFTER. (TYPICAL ALL 4 SIDES Sidin 1st Choice +O/ -146.3 The Tapoo Group 7" Staggered INSTALLAITON FASTERNERS ARE GALVANIZED STEEL ROOFING FL20403.17 Shakes NAILS 11/2" 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 SHALL BE BEYOND WALL DRESSING Windows: 1st Choice +40/-50 MI WINDOWS 3540 SERIES Single Hun (fin) 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 5/9" 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 3540e FRIES +50.0/-50.0 MI WINDOWS SUFFIENT LENGTH TO ACHIEVE.1%' INCH MINIMUM EMBEDMENT FL18644.3 R3 IN WOOD SUBSTRATE. Mullions: 1st Choice M-1926 MI WINDOWS Muillon Vertical FOR 3/16" ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A ilk FL 18504.1 Horizontal FL 15804.2 M-1926 MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM EDGE DISTANCE Fixed Glass: 1st Choice +50.0/-50.0 U BLOCK 625 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR FL18644.3 R-3 WITH MIN. 114" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD 2nd Choice BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. 3rd Choice Soffit: 1st Choice +55.0/-35.0 KAYCAN LTD 8" BEADED SOLD SOFFIT 1 1/2" NAILS 10" O.C. IN RECT OF SOFFIT LENGTH FL16503.4 R-3 Hurricane Panels: 1st Choice 46 PSF ExT/ HURRICANE STORM G24" Ga. alvanized DIRECT MOUNT. TOP 1k"-20 MALE PANELMATE W/ FL16293.1 46 PE F INT. PANEL MFG. INC. Steel Storm WINGNUTS AT 123h" O.C. BOTTOM 1/4"-20 SIDEWALK Panels BOLT W/ POWERS CALKIN I have reviewed the above components of cladding and have approvecl their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: FI. # 56126_ Name: TODD M. BORN Certification Number: FI. # 82126 Name: Luis Pablo Torres Certification Number: FI. # 87864 A. '' N E 1I A. 10 U I1 �0. * ✓ �F z V, RaFESSIO kl'tltliil11tU1Pa� �' �\\ I d I .III � Q 'I xl� a i nS Sp r� eH W € ➢ 1e z UJQx by u i 8a , IN Do Z :1ni r3o LJi LL LL i .86 p'�j Waar Pan Yo a 2 I &p �gLL� a v' FaIii a f � W � w v; W v> amw g O V �#I 'gym qd O ul {��EHb ¢ImJ i IS 9, LLJ Uzi, m < 0- ' o M en to i amm M'. U li .= L F $ 2 �� WNWJ,TDSENG.COM ❑ ❑ ❑ erg i rl O o 10 W Z m N Q 10 � a J � A d — Y y ZO �QJ a--, c Wry Q V 0 AD U a6 O to C on M U I= <mcm d s DAMS HOMES �r FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: a 0 z �_� Ln LLJ A-U fM \ a) N CN 3: E 2 z H `� U m 0) 0- OJLu:D' o Jmwun co � Model Name / Number: 2265 Plan Issue Date: Monday, December 23, 2019 KA PROJECT NUMBER: IM493 ' Sheet: Of: S-5 I I MATERIAL REFERENCE INFO (PSL) MECHANICALLY FASTEN AS FOLD UP WEATHER NECESSARY IN CORNERS THROUGH f RESISTIVE BARRIER & WEATHER ResisnvE THESE DETAILS ARE GENERIC AND MEANT TO SHOW FLASHING H SELF -ADHERED FLASHING TEMPORARILY SECURE BARRIER IN _ GENERA FLASHING G REQUIREMENTS DOOR ROUGH GENERAL NG AND WATERPROOFING Q NTS weATHER OPENING FIND METHODS TO BE USED. R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior RESISITIVE well envelope BARRIER WINDOW UNIT material behind an exterior wall covering that Is Intended to resist liquid water that has penetrated behind the exterior �' ' s WOOD FRAME CONSTR. shall Include flashing as described In Section R703.4. A water-reslative barrier Is described as a TAPE EXTERIOR 3/4"•1"BEAD OF CONSTR. SLOPE g `' ` / SELF -ADHERED FLASHING f J SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER 0.3 in: 12.0 in covering from further intruding into the exterior wall assembly. An exterior wall covering Is described as a material or OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN SELF -ADHERED FLASHING assembly of materials applied on the exterior side of exterior walls for the purpose Of providing a wsatheo-reslstive WALL BY6IN. (0.6 cm : 30.5 cm UP JAMB 6". USE LIQUID NAIL BRAND ) barrier, insulation, or for aesthetics, including but not limited to, veneers, siding, exterior Insulation and finish systems, ' OR EQUAL WEATHERPROOF CAULKING SELF -ADHERED FLASHING PRODUCTS DETAILS architectural trim and embellishments such as cornices, soffits, and fascias. R703.2 Water -resistive harder. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 WEATHER SELF -ADHERED FLASHING EXTERIOR for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such RESISITIVE TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND felt or material shall be applied horizontally, with the upper BARRIER SEAL TOPS OF JOISTS CEMT. FIN. y, layer lapped over d UNDER DECKING a� ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 (51 man). where joints occur, felt shell be I es laY Inc m lower layer riot less than 2 Inches S SUBFLOOR , lapped not less than 6 inches (152 mm). The felt or other approved materiel SELF -ADHERED FLASHING (SEE DETAIL WP07) shall be COntI1tU0U9 to the top of walls and terminated at penetrations and building appendages in a manner to meet the " requirements of the exterior wall envelope as described in Section R703.1. it 0 HEAD FLASHING TIE-IN INSTRUXTIONS: WIRE LATH R703.7.3 Water -resistive barriers shall be installed as required In Section R703.2 and, where applied over wood -based a 1. Cut, fold up & temporarily secure weather RIM JOIST Detail Instructions sheathing, shall Include a water -resistive vapor -permeable barrier With a performance at least equivalent to two layers of resistive barrier above header to allow for flashing installation Grade D paper. The Individual layers shall be installed Independently such that each layer provides a separate m 2. Self -adhered flashing plus head flashing under weather 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 BUILDING barrier Is directed between the la resistive barrier numbered items in the list of instructions below: yore. 3. Fold weather resistive barrier back over head flashing and O PAPER 1. Install self -adhered flashing in order as shown by numbers seal with tape Exception: Where the water -resistive barrier that Is applied over Wood -based sheathing has a water resistance equal to a 2 2 2. Install flashing and weather resistive barrier to form water shedding laps or greater than that of 60-minute Grade D paper and is separated from the stucco by an Intervening, substantinily N 2 O 3. Self -adhered flashing can be substituted for building paper nonwaterabsorbing layer or designed drainage space. € 4. Split the release paper using the ripcord (Split release on demand, Scale: NTs embedded in the adhesive la er for ease of installation and i0 minimize R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle4whlon In a manner to prevent entry of Z SELF-ADHEREDLNDWIND FLASHING W P O 1 SELF -ADHERED FLASHING W P 02 SELF -ADHERED FLASHING � /� / y ) ' water into the wall cavity or penetration of water to the build) structural framing components. FLANGED WINDOW VV vV L VVP03 ng ponenta.Self-adhered membranes FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER scorin cuts XTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL) POTSHELF/ CHIMNEY SHOULDER g used as fleshing shall comply with AAMA 711. All exterior fenestration products shell be sealed at the juncture with the 3 5. Remove all release paper per standard installation instructions and building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint v 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. EXTERIOR SHEATHING RUBBERIZED ASPHALT Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the RUBBERIZED Minimum EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE ) surface of the exterior wall finish. m ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD ASPHALT 6. Fold as shown by arrows Approved corrosion resistant flashings shall be installed at the following locatlons: S THRESHOLD OF DOOR AND RETURN FLASHING, SEE ADHESIVE 1. Exterior window, and door openings. o UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW SELF -ADHERED FLASHING 7. Angle Of corner may vary, adjust folding Of the Flashing accordingly to fit p nings. Flashing et exterior window end doer openings shall extend to the surface of the REFER TO TECHNICAL OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01 tight to corner exterior wall finish or to the water -resistive barrier Complyingwith Section 703.2 for subsequent drainage. LETTER ON CHEMICAL ) g Mechanical) attached flexible flashf comply COMPATIBILITY SCORED 8. Mechanically fasten as necessary shall be installed in accordance with one shall ramore ofoflthe following: 712. Flashing at exterior window and door openings c rn RELEASE PAPER � SELF -ADHERED L1 The fenestration manufacturer's installation and flashing Instructions or for applications riot addressed in the ' N IaLEAS E PAPER TO fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where c M FLASHING SELF -ADHERED FLASHING, v g EXTEND A MINIMUM 6" RELEASE PAPER TD EXPOSE N VERTICALLY FROM ADHESIVE As SHOWN) flashing Instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and 2" BOTTOM OF door openings. Pan flashing shall be sealed or sloped In such a manner as to direct water to the surface of the =° THRESHOLD s , exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall 3 E MECHANICALLY FASTEN AS incorporate flashing or protection at the head and sides. U SECTION -A v NECESSARY IN CORNERS THROUGH ,$ 0 (SEE DETAIL WP02) SELF -ADHERED FLASHING 1.2. In accordance with the flashing design or method of a registered design professional. E m SELF -ADHERED 1.3. In accordance with other approved methods- � FLASHING i0 �j 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or v FMA/AAMA/WDMA400. SELF -ADHERED FLASHING 2 2. At the Intersection of chimneys Or other masonry construction with frame or stucco walls, with projecting lips on both o 1 sides under stucco copings. $ NAILING FLANGE 5 E � 4 v a 3. Under and at the ends of mason pings and sills. p DO NOT 2 SEAL TOPS OF JOISTS masonry, woad Or metal CO BOTTOM NFLASH LNGVER - UNDER DECKING t 6 0 c FLANGE g (SEE DETAIL WP07) 2 7 4. Cerrtinuously above all protecting wood trim. E c 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. otD^O SELF -ADHERED FLASHING WP04 SELF -ADHERED FLASHING WP05g agm oD HALF ROUND WINDOW V V V V SELF -ADHERED FLASHING 6. At wall and roof Intersections. EXTERIOR DOOR WITH DECK FwP06 aB,g Z '-" � � � INSIDE CORNER.` 7. At built -tin gutters. u� ge v [. u m m o SELF -ADHERED FLASHING ' dSu W ~tee=� DECK PROTECTOR I".• gLL`g' W c Z y W SHEATHING ED 7/8"Cement Plaster & W m " d 7/8" Cement Plaster n <_ d a ): m accordance with s 7 Sg a In accordance with x E LL o u o y ~- --- - - - SELF -ADHERED ASTMC926 ea FLASHING PATCH .: > - : ASTMC926 Felt backed metal m g r'b WWW,PDSENG.COM ❑ ❑ ❑ SELF -ADHERED FLASHING lathe in accordance Felt backed metal lathe in accordance / DECK PROTECTOR r wRh ASTMC1063 m O O v I ;• with ASTMC1063 ; (D Z Z N n Building Paper Building Paper $ Z m 'Q .. a E tl 7/16" O.S.B. 7/16" O.S.B. SINGJOIST DOUBLE' , l' . a LE �� sheathin9 �� sheathing a JOIST SELF -ADHERED FLASHING ' Metal Keep top edge �,/' Z o SELF -ADHERED FLASHING / - ' Flashing .. of weep screed N �Q) .-�- 3" MIN J 2 31/2" 2" below top of " w 4 Unperforated block g n 1•U a Flange 7/8" Vulcum i 1 1,0 O 5 Weep Screed cauk bottom s \�Vi// V) joint only Maintain U o E Bottom of Metal Flashing W o 0 8 ate` SELF -ADHERED FLASHING \/�/P07 SELF -ADHERED FLASHING `/t/PO� APPLY A LIQUID FLASHING TO THE MASONRY OPENING (HEAD, JAMB, SILL IN ,/(/e1o� 3-1/2"Unperforated 0 = o^N \H0.8362x;DECK JOIST V �/ V V ) V V r+ Weep Screed ' `'' OUTSIDE CORNER ACCORDANCE WITH THE MANUFACTURER'5 RECOMMENDATIONS, BEFORE 1 1/2" to 2" Flange 7/8" Weep Screed E U m o ° INSTALLATION OF THE BUCK/RECEPTOR. Above Roof 1/2" Cementitious Sheathing Decorative Finish tl0 r DAMS HOMES v` o • . o, All inside and EXTERIOR WINDOW UNIT outside corner will FLORIDA CONTRACTORS LICENSE NO. CRC1330146 CEMT. FIN. ° need to be miter 'm BUILDING PAPER Cement Plaster cut and caulked all W 3000 GULFBREEZE PARKWAY SLOPE in accordance butt joints need to GULFBREEZE, FLORIDA 32563 0.3 in: 12.0 30 in over wood 2nd6 VUICubecaum caulk for all F_ DIVISION LOCATION: SLOPESLOPE o, o • ' a 0.3 in: 12.0 30 in (0.6 cm: 30.5 cm) lked using 0.3 in : 12.0 30 5 PORT ST. LUCI E (0.6 cm ; 30.5 cm) (0.6 cm: 30.5 cm) floor v V1 Job Information: SELF -ADHERED FLASHING WIRE LATHS `y SELF -ADHERED FLASHING ~-- EXTERIOR a / M BUILDING PAPER CEMT. FIN. WIRE LATH a O SELF -ADHERED FLASHING 1/2" Cement Plaster Finish WIRE LATH Block a 2 1/2" Perforated Q) U M BUILDING PAPER BUILDING PAPER " ° Flange 1/2" Weep N > tip m m 4) Cement Screed _o N N Plaster ° m V a over block m N EXTERIOR tstfloor O 0 WINDOW UNIT CEMT. FIN. ° 00 i v Slab install bottom ♦ del Name Mo/ Number: edge of weep screed 1" below 2265 finish floor v d �o � ♦ Plan Issue Date: 2 2 OPTIONAL DETAIL Monday, December 23, 2019 3 3 Note: cm ♦ KA PROJECT NUMBER: �J 0 The building paper and metal lath " 19-8493 Y SELF -ADHERED FLASHING FWP OSELF-ADHERED FLASHING `A'P SELF -ADHERED FLASHING LWP must be installed over the top of WEEP SCREED DETAILWRCEMT. FINISH WINDOW HEAD CEMT. FINISH WINDOW SILL VV CEMT. FINISH PARAPET WALL 1 2e weep screed. thSCALE: NOT TO SCALE r WATER PROOF DETAILS I