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HomeMy WebLinkAboutBuilding PlansTERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA INDEX OF DRAWINGS R316.1 CAST IN PLACE CONCRETE CODE CRITERIA SHr N0: TITLE IDED BV REGISTERED TERMITICIDES INCLUDING SOIL APPLIED PESTICIDES, TERMITE PROTECTION SHALL BE PROV BARING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." NOTES: 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-"OR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5 PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 11/2" TO FORM U.N.O. 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ A1064W WWF SHALL BE LAPPED AT LAST 6" AND CONTAIN AT LAST ONE CROSS WIRE WITHIN THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LES OF FIBER PER CUBIC YARD. 6. ALL REINFORCING STEEL/ STIRRUPS AND TIES SHALL; BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM A615/ A615M GRADE 40 U.N.O. REINFORCING FOR FOOTING (SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR. PLASTIC SUPPORTS. TOP REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON LINTEL PLAN PAGE.' 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 6th. EDITION (2017) IS TO BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL FLORIDA FIRE PREVENTION CODE 6TH EDITION (2017) FLORIDA BUILDING CODE ACCESSIBILITY 6TH EDITION (2017) NFPA 70-14, NATIONAL ELECTRICAL CODES (NEC 2014) & 6TH FBCR Ch. 34-43 BUILDING CODE REQUIREMENTS FOR STRUCTURAL.CONCRETE - (ACI 315-14) SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI ONCRE) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2015 EDITION WOOD FRAMED CONSTRUCTION MANUAL 2015 EDITION APA PLYWOOD DESIGN SPECIFICATION 2012 EDITION AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE/SEI 7-10 ALUMINUM DESIGN MANUAL -2015 EDITION 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION.. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPUCABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (B) LOCAL STATE AND FEDERAL BODIES EXTERIOR COVERING MASONRY WALL CONST. R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C 926 AND ASTM C 1063 AND THE PROVISIONS OF THIS CODE. EXTERIOR WALL LATH ATTACHEMENT LATH AND LATH ATTACHA FN S SHALL BE OF CORROSION RESISTANT MATERIALS EXPANDED METAL OR 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90-014, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 1900 PSI ( fm =1500 PSI) 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C27012A. 3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8' AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI SLUMP S" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM. SPACING OF 192 CIA OR 1OFT, WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT. THE FLOW OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. 8. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. 3.0, DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. 11, CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL DEFLECTION CRITERIA ROOF TRUSSES* ROOF RAFTERS ROOF RAFTERS (W/O CLG) FLOOR TRUSSES/ BEAMS ** FLOOR FJOIST*** LL/360 LL/180 LL/360 LL/360 LL/480 TL/240 TL/120 TL/240 TL/240 TL/240 COMMMENTS: WOMEN `.':IRE LATH SHALL BE ATTACHED TO WOOD SHEATHING WITH 11/2"LONG- I.J. GAGE NAILS HAVING A 7116 AD OR 778' LONG 1.6 GAGE STAPLES SPACED NOT MORF THAN 6 INCHES ON CENTER VERTICALLY AND HORIZONTALLy_(RER 2017 FRG R711.7.1)_ R703.7.2 PLASTER. PLASTERING W/ PORTLAND CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHEN APPLIED OVER METAL LATH OR WIRE LATH AND SHALL BE NOT LESS THAN TWO COATS WHEN APPLIED OVER MASONRY, CONCRETE. *TL MAX 2" UP TO 4OFT SPAN **TL MAX 3/4" ** * TL MAX 1/2" GENERAL • ROOF LOADING . R703.7.3 WATER -RESISTIVE BARRIERS. WATER -RESISTIVE BARRIERS SHALL BE INSTALLED WHERE CEMENT PLASTER (STUCCO) IS TO BE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. THE BARRIERS SHALL CONSIST OF ONE OF THE FOLLOWING. 1. TWO LAYERS OF AN APPROVED WATER RESISTANT BARRIER MATERIAL IN ACCORDANCE WITH R703.2.. 2. ONE LAYER OF AN APPROVED WATER -RESISTIVE BARRIER (PAPERBACKED STUCCO LATH) OVER AN APPROVED SYNTHETIC HOUSE WRAP. R703.4 FLASHING. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. FLASHING SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. • EXTERIOR WINDOW/DOOR OPENINGS. • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTIONS WITH FRAME WALLS. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. •. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. • AT WALL AND ROOF INTERSECTIONS AT BUILT-IN GUTTERS WOOD CONSTRUCTION SHINGLE ROOF (PSF) METAL ROOF (PSF) TILE ROOF (PSF) HEAVY ROOF (PSF). 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (I.E BLOCKING OR GABLE END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF ,THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP T01" DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A OR CAB REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING', MIN VALUES U.N.O. = 2400 PSI MidROLAM (LVL) BEAMS: 2.0E = 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP 1.7E Fb=2400 PSI MIN. PARALLAM COLUMNS: 1.8E Ric Po 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR ROOF DECK: FLOOR SHEATHING: G 1 PLYWOODIl�� WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: A/ GROEXTERIOR APA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. WALL SHEATHING: 7/16" STRUCTURAL I OSB EXPOSURE 10R 15/32" RATED OSB EXPOSURE 1 A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL TOP CHORD LL TOP CHORD DL 20 7 20 7 20 15 20 25 BOTTOM CHORD LL* BOTTOM CHORD DL 0 10 0 10 0 10 0 10 TOTAL (PSF) 37 37 45 55 BOTTOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE ATTICS W/ HEAVY STORAGE * ATTICS W/ NO STORAGE (NON -CONCURRENT) 20 50 10 NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN APPROVAL FROM FOR OR INDICATED ON PLAN GENERAL FLOOR LOADING TOP CHORD LL 40 (PSF) COMMMENTS: WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT I +/- 0.18 NOTE: MAN 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) (+jVALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA (+) 27.6 (+) 27.6 10 (-) 29.9 (-) 37.0 (+) 26.5 (+) 26.5 20 (-) 28.8 0 34.4 s 4 O Q 50 (+) 24.8 (+) 24.8 (-) 27.1 (-) 31.1 (+) 23.4 (+) 23.4 100 DIAGRAM GARAGE DOORS* SOFFIT 9'•O" x 7'-0" I 16'-O" x 7'-O" (-) 51.3 (+) 24.3 (+) 23.3 (-) 27.5 (-) 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a^ = END ZONE IS ONLY WAN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN RFcetv"a 3"1 FOUNDATION DETAILS = 4Pg8p1p?0 P� 4 ELECTRICAL PLAN f'�"BOipar 5 ELEVATIONS co 6 TRUSS LAYOUT S-1 LINTEL PLAN N S-2 DETAILS S-3 DETAILS S-4 DETAILS E S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS 3 M-1 HVAC x 5 xetta�tRrA � �`0 O TOIj raaa 3 is s� a �J.:•" 8T8UA •'1'1 �o E J . 0 l t OF 4U• 21 r +O iATE \OP•T r' s FL.Op,.•.� a�irr�rSi� �tttlA `v v u C a j .B +I. p (rp ao m 2 `" g� F IA W ri fi ti m gee p�ntiw 4g,•� Gyy .�iwz NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. TOP CHORD DL 10 (PSF) N * C PRE ENGINEERED WOOD TRUSSES BOTTOM CHORD LL 0(PS1. BR SEE FLOOR PLAN FOR ACTUAL PRESSURES �g� BOTTOM CHORD DL 5 (PSF) 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER W STRUCTURAL PLAN SPECIAL FLOORLOADING 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS g F I S * ° a -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF25%) 70 GAME ROOM 60 (PSF) COMMMENTS: 'S a- ; IL Z 8 a a WITHSTAG THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. - BALCONIES/ DECKS 40 (PSF) v e Z a g 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. BALCONIES OVER 100 SQ:Fi 100 (PSF) Is `- J 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY LIGHT STORAGE 125 (PSF) THE TRUSS MANUFACTURER IN ACCORDANCE WrrH THE FRAMING DESIGN LOADS.�, wwx.wsac.can� 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. LIBRARIES60 (PSF) 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THEREADING ROOMS . MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. STACK ROOMS 10 (PSF) SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, ffi z on g AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL 13E SIGNED GUARD RAIL 0 HAND RAILS (d) 200 (PSF) 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) h w z w S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) S 0- �` SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING. ROOM 30 (PSF) 3 a STAIRS 40 (PSF) 2 UPLIFT CONNECTORS Fool NOTES Z8. 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 8 TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD THE TOP. 2 f, BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A £ w ~ NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. c MORE INFO. E (D Q w o d Mtn c m FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: m �M a 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7 EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. It is the Intent of Designer/Englneer listed In the tltleblock of these i0 -- w ` o E o#'' ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. documents that these documents be accurate, providing Licensed �. '-' d PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals clear information. Every attempt has been made to U r` N 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 N � 3 THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE) MIXED PER THE MFGR'S 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE review all the information contained in these documents, prior to = ¢ d eo INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR s 6TH EDITION (2017) RESIDENTIAL. the commencement of arty work. The Designer/Englneer 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 CONTROL OF CONSTRUCTION SITE: 2 DURING BOND BEAM POUR. undetected and not reported to the Designer / Engineer pdorto fi H0111111111 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 GONT. construction. All construction MUST be in accordance to the o - r TO FOOTING). KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE Information found in these documents. Any questions regarding the CONSTRUCTION MAY BE SUBSTITUTED WITH i SIMPSON MTSMi6 TWIST STRAP W/ (4)'k"x 2*A" TITENS TO CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE SE information found in these plans should be directed to our Quality .S FLORIDA CONTRACTORS "LICENSE NO. CRC1330146 4. MISSED LINTEL STRAPS FOR MASONRYCO O 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 OTHERWI MASONRY AND (7}lOd NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS Assurance Manager at 321.972.0491 immediately. No backcharges E TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER will be considered for reimbursement by the Designer/Engineer ner 3000 GULFBREEZE PARKWAY MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 1 1/2" SDS SCREWS AND (5)1/4" x 21/4" TITENS ONE EACH SIDE OF TRUSS. g /Engineer d 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 32563 CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY 71MEFOR ANY REASON. without advanced notification and approval by the ,�, NO MORE THAN 10 STRAPS MAYBE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE Designer/Englneer. Payments will be made In accordance to the a MISSED, CONTACT THE FOR FOR SUBSTITUTION. terms of the agreement. DIVISION LOCATION: PORT ST. LUCIE 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) ow VI e 16d x 2-1/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT Job Inrmation: fo FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. S a r MASTER REVISIONS m O DATE DESCRIPTION LO MLDAMS HOMV� 'g L" (In 8 LO U Of Northwest Florida > (N N )cc 4V ` L O � J W w 0 IEWM,p1F1A GE N _j 00 v) U) u ®� ® ,01)rG® UN"�Y rn Model Name /Number: 000 GUU [I�GBREEZ E PAS OUP REEZZE, FLI�ORMA �3 613 S1 Lu Bo�c 2265 Plan Issue Date: a Thursday, March 19, 2020 COPY vVT KA PROJECT NUMBER: C FILE C His MODIELm 2265 2CFSMr 20-1s42 T Sheet: � of: FILE C COVER SHEET LAY. TUB W.C. TO 5AN, SELUE R 2" VTR " TUB PLUMBING RISER NTs m io 14'-0" 23'-4' 191-8" 7'-O" 2:-4• ,-0 11'-0" ,• 11'8" '-0" 4'8" 6'4" 3'-SO" 4'-2" 4 4 Q I �1II. _Q B BBHOSE I FM01 I I FM03.. F2.5 I , 4" PATIO SLAB ; TU6/SHWR �' I W/8" X 8" THK'N ' I I I 0 ; 3.1 ; .� 3.1 I ---------- o I zo -4I EDGE -----------;' 4 3.1 4 I I 16'-2" I 2.8" 4,5„ - I I W/C I 0 I IJ IQ e ■ ' ' I ° 1 1 cn iN �, I LAV I 4" STEPDOWN ' FM01 3.1 `---- - - ------------------------- ---- -------------• j - I 1� 411 LAV �1 � I ; ; LL J� to � I 3.1 I I r I 1 � ■ I I I I I rn 3,-4" , , , ■ I , ' I � a 46 $INK I i , , v I •4 I 2'-11" 8._7" 21,-2. 7,.g„ I 5'5" N 11'-5" In °ryryI, T ry, T _ _ I tr v -_gp_ r oo �, o 11L ■ Ir $ �I Ir I L�� JJ L�� .1 ■ LAV LAV I I O H I /O ■ 2'.8" 3'-2" `\\\III ' I Ill' I 1 3 X 4 I W/C zss ' ; N I I 1, �' GARDEN TUB , I 1\ ; F.G. " JI I ` I I L. : HVAC „ LAV FM01 3.1 �7 I :' , _ _ �+• I r� �� I ■to SHWR I iTlli-� ��I I Ilo 1 I ;IIpo II. , L I _ J L __I p�—, I' I11 I' I' 1 3.1 7'.11h" W/C 'o t0 PROVIDE CHASE FOR FOR HtVbA�C UNIT a -- --- ----, TUB/SHWR WASH ^, I t ' ti 3.1 _____- I II q cf) TI ---------- ------' I I II I III d I ■ I , I lii �___, I • I'I 1 e M 1 ' I ■ ■ i ' L. N \ rMoi ; 4" STEP DN • ■ ■ ■ ■ ■ ■ 3.1 21 S EPDN - -- ---- --- --- --- ; 2-2-7'-0, 1n ,_11" ; I F3.11 `---------------------- ------------ y.. FMO3 3.1 I 1 V r r 1 fr ' FMO2 at---------- N - I I , 1 I %oil 1'8" 2'-0" • ■ I I I I 12'-4" 10'-0" 12'8" C.J. SEE NOTE 6 ---------- ° --- ---' q by � Y ro N. 10 I I N I l0 1O I p I I I ml I 1 I V , I MASON TO COORDINATE W/ ' BUILDER LOCATION OF ELEC. v I Y GROUNDING. SEE ELECTRICAL SHEET FOR DETAILS FM09 3.1 ( ; HOSE BIB$ � -- -----------------------� ■ ■ ■ ■ ■ ■ TUB In C/O GLCVMIIVIV M ClL D GENERAL FOUNDATION NOTES: 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2 4" 3000 PSI CONIC. SLAB W/ 6X610/10 W W M, OR FIBERMESH /RBERMIX 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/3D00 PSI CONC. FROM FTR. TO BEAM W/ (1) #5 REBAR TYPICAL ABOVE SLAB. HOOKED FIG. DOWELS 17" EMBEDMENT W/ 30" EXT. ABOVE SLAB, 4 CONSULT W/ MANUR 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 OUT A DEPTH OF.I/4 OF THE THICKNESS OF THE SLAB, FILL CUT 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. Ibs FL.D 1'-0" X OONT. 1'-0" 2 #5.. E.W. DOT. 2000 F2.0 2'-0" X 2'-0' 1'-0" 9 #5 E.W. 60T. 7200 F2b 2 4" X 2'E" 1.4. 3 #5 E.W. DOT. 11000 F3.D 3-0" X 3'-0" 1'-0" 4 #5 E.W. DOT. 15600 F3,5 31d" X 31-6" 1'-0" 4 #5 E.W. DOT. 215OD F4.0 4'-0". X.4'-0' 11-0" 5 #5 E.W. BOT. 28000 F4.5 4'-6' X 4'-6" 11-4" 5 05 E.W. SOT. 34500 F5.0 5'-0" X 5'-0" 1'-4" 5 #5 E.W. SOT. 42W X 6'-0° V-4" 7 #5 E.W. BOT. 61500 LEGEND 0 - INDICATES SINGLE -STORY FOOTING ® -INDICATES TWO-STORY FOOTING - INDICATES CONCRETE FOOTING FILE C E �J%%11111E11111' 0 TORp!,,,�s eoe•+� QP.• NSE a.` J�y:'v IB64 H r N a*E o f� N S 0) Ji! 1111 ti6tt N F- r E 15C13 ■ co jig3 44 44 01Meg L ce 0 SSmg e T•�n B9`m^�Sm_pEp a €Km O ■O•ytm msuijNa� 8soyIs■ cJ 1°-5 WWW.FDSENG.COM ❑ ❑ ❑ O C4 p^p Z N O z m W Z c Q 0 a m 0 zm -1 m inW II Q 0I w� In �m �� 2 w o Op as _ _ 0 m R c Ova ®al ® nwlu4a aa�'►sarr4a�i FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 I PORT ST. LUCIE IVI Job Information: O z c LfH Lf) W O C0 M N 04 :' m ro a) Z OJ 00 LL J W v J (n Model Name /Number: 2265 Plan Issue Date: Thursday, March 19, 2020 KA PROJECT NUMBER: 20-1842 Sheet: Of: FOUNDATION PLAN (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION GREINF. GRADE SEE PLAN (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION 8" OPTIONAL CURB FOR 'F.F. VARIES MASONRY @ ELEV. 0'-0" • �r - — - - — W/ (1) - #5 BAR CONT. :. •!.� REINF. cw ) - 2 STORY: 20" X .0" W 3)-#5CONT 16", (2)#5 SEE PLAN ; REBAR. 18" - (2) #S REBAR BEARING' FMO1 SINGLE STORY FTG 1/2^=1'-0• FM02 I SECTION @ GARAGE 1/2"=1--0^ co REINF. SEE PI -At ---I _F�F #5 REBAR FM03 I THICKENED EDGE 11/2"=1'-0" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. 2x BRG. WALL IF GREATER THAN 24" CONTACT FOR OR (SEE FLOOR PLAN FOR REFERENCE FMASW FOR STEM WALL OPTION MORE INFORMATION) PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE OF GARAGE DOOR. EXTEND6" BEYOND F.O.M.. EACH END, TYP. Ak GAR. FIN. FLR. _ _ ._ •,A Lam.*:i—...-)l —• aN•1 ALIGN DRIVE W/ BOTTOM OF ( - 4" 16" 4" RECESS & PITCH DRIVE n ' 2 STORY: 20" X 20" (2) #5 REBAR 4".CONC. DRIVE W/ 1/2" EXP W/ (3)- #5 CONT. 2 STORY: 20" X 20" JOINTS 10" O.C. TYP. 16" (2) #5 REBAR W 3 - #5 CONT. FM09 I SECTION @ GAR. DOOR 1/2 =r-0" FM10 INTERIOR BRG WALL 1/2"=1'-0" 2x BRG. WALL 2 STORY: 20' X M. (SEE FLOOR PLAN W 3 • #5 CONT. FOR MORE INFORMATION) WIN;, , nl REBAR FM11 I STEP DOWN BRG. 1/2" = 1'-0" =1 . - - OPTIONAL CURB SLOPED GROUT — r ,..".• OR MASONRY AT T0. DRAIN 4"x 4"x 16" uGl '- - SEE PLAN ELEV. 0'-0" WITH CURB y TYP: SEC. (1) #5 BAR CONT. �R 8 ,h (G.C. VERIFY) oo � ". , Z '7' F•, � F.F. REINF. �� •✓.;. i x _ _ ■ . (SEE PLAN) 2 #5 CONT. INSTALL LINING v FBC-R P2709.2 2 #5 BENT BARS W/ MATERIALS PER y w ` .MIN. 25" LAP SPLICE MUDDED FLR. SLOPED TO DRAIN MIN. IF #5 CONT. FM14 SECTION @ RECESS SHOWER 1/z"=r-0" FM18 TYP. STEP FTG. DETAIL 1/2"=1-0" , ALTERNATE: REINF. THE REINF. BARS SHALL BE #5 CONT REINF. GRADE SEE PLAN CONTINUOUS AROUND CORNER BY COLD BENDING THE BAR WITH SEE FND. FOR QUANTITY MIN. BAR LAP OF 25" #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. - REBAR, TYP. U.N.O. .e+ FM19I TYP. CORNER BAR DETAIL STEMWALL SCHEE • SSE' �, .`��eP• NO 0� u N '. PEE 9 oe.• � o �' m d F- r f0 R29Z g g`CwI F LopNppp00 @.� ik ik ik Fj gF egSIP� r D�F3mg 12R �mpq a o LL m f+ym{ j uW W C6 sg��[[O.@?c�ZZ�wHsimSVI EL@O OJ O Nyy8a.2 o � C 4 Ma ■ ,� J r ao NAVWTDSENG.CON ❑ ❑ M 2 m o z-0 Q c OF �� a Y a a) W O w — c m gyre e v w ONO ®� O W ®togs N 4 rn o s (2) #5 REBAR 1$" FLORIDA CONTRACTORS LICENSE NO. CRC1330146 A/C CHASE 2 STORY: 20" x 10" d 3000 GULFBREEZE PARKWAY THRU FOOEEVETING W/(3)- #5 CONT. GULFBREEZE, FLORIDA 32563 THRU FOOTING a t DIVISION LOCATION: FM23 TYP. FND PENETRATION PORT ST. LUCIE LE ♦ Job Information: SEE HT (h) HEIGHT (h) FOOTING DIMENSION NUMBER/SIZE OF BARS LAT. MAXIMUM F.C.SPACING (O.C.) IN STEM WALL d 1 STORY 2 STORY b 1 STORY b 2 STORY 0'-0"-2'-0" 8" 10, 16" 20". W/ 12) #5 BARS <674# >2'-0"-3'-4" 10" 10" 20' 24" W/ (3) #5 BARS 6744 5'.4" >3'-4" - 4'-0" 12" 12" 32" 32" W/ (4) #5 BARS S45# 4'-0" >4'-0' -5'-4" 16" 16. 48" 48" W/ (5) #5 BARS CONT. & #5 @ 18" O.C. TRANSV. 1162# yg". SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL NOTES: 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL n INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SEE CHART ABV. -MAX. F.C. SPACING (O.C.) e SPACING STATED IN SCHEDULE w.w.M, To BE TIED TO a5 N 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND CONT. REBAR ERT. F.C. ABV. FDN, WALL WHEN STEM WALL EXCEEDS 4'-0" FIBERMESH CAN NOT BE USED AND (1) #5 NORM CONT. TIED TO PER PLAN SPACING #4 TURN BARS ARE REQUIRED @ EACH FILLED CELL LOCATION. EACH BAR TO EA. VERTICAL REINF. BAR E NOTE TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM #4 GR Q STEM #9 3.IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO WALLSLLS GRERE ATER 1HAN a CONSTRUCTION FOR MORE INFORMATION (1) #5 HORIZ, CONT. TIED TO u " "� �' 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK EA. VERTICAL REINF. B m .," „ u .1g• Y FILLING IS TAKING PLACE RN GRADE- S" MIN. V A 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK @ 16" To TOP OF „ . " e^ h * O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" STRIP FrG. . , „ ', a " ": - . , _N,. .0 TALL (TYPICAL ALL CORNERS) COMPACTED CLEAN FILL ;. v ;"!', • •' -• 6.IF STEMWALL IS WITH IN 5%0' OF POOL OR WATER FEATURE FOUNDATIONS IN MAX 12" LIFTS' ° TO BE A MINIMUM 12" ®FLOW BOTTOM OF POOL OR WATER FEATURE. STRIP FrG. W/ QTY OF , "MINCOVER SEE NOTE 5 7• ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. REINF. PER SCHEDULE (3 SHOWN) O b 8.R.4031.4MINIMUN DEPTH: ALL EXTERIOR' FOOTINGS (BOTTOM) SHALL BE PLACED AT LEAST 12" HELOW THE UNDISTURBED GROUND SURFACE. 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0"TP FMASW I STEM WALL SCHEDULE FlIMF ICI Lyo .L. O z�Lo c Lo W O // N N c. Nm 4)z 0 d a Q ui W MJ W W '�'/^� YJ Lei Model Name / Number: 2265 Plan Issue Date: Thursday, March 19, 2020 KA PROJECT NUMBER: 20-1842 Sheet: A w Of: OUNDATION DETAILS 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 WHIRLPOOL 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 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS @ 100%=10,000 + 40% OF "A = (.40 x 25,393) = 10,157 + 1000/ OF B" = (20,000) = 20,000 TOTAL WATTAGE = 40,157 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 167 BIBB - 6Y INSTALL FAN INSTALL FAN �� BOX PREWIRE BOX PREWIRE ` w CIL INSTALL FAN ������''''''yyyyyy FI \ BOX PREWIRE\l.,d .' ..., ' 1 1 " _ _ FOR D/W _ _ — — — — ♦ ♦ ATTIC ELECTRI � - IF REQ'D BY COE i 1 . I , - GFI C I P FAN \ PREWIRE \ I " i �-- L� I I 1 I 1 1 I 1 I 1 I 1 1 y ; I 1 , 1 I \ 1 I I I I I J 1 ♦ 1 I I I 1 I 1 I I I I I I I I / 3- - GH I Gfl / II / 1 II II 1 ------- COACH LIGHT COA PLACE COLUMN COACH LIGHTS ON WALL BEHIND WHEN CRAFTSMAN ELEV IS USED NOTE: KEEP COACH UTES OUT OF BANDING, QUOINS, AND �^I INSTALL FAN BOX PREWIRE I i CM- - - - - - - - I 1 I 1 I ------------ GFI ------------ :GFI I ` \ I - �� 0 �20 _ - FOR HOOD I � \\ OFI I 0( ♦© INSTALL FAN ' - BOX PREWIRE I ' ' 'GFI GFI: \ �d II I I II II II / - 1' II I 1NSTALL FAN \ 1. `� BOX PREWIRE t 220 G0 FI > ♦220 I Yh I I tir / Q ae 20 W.H. GFl \ @ 42" Lu \ J Q Z� \ ATTIC ELECTRIC a v \ IF REQ'D BY CODE;-------------- w Nrl VERIFY LOCATION WITH BUILDER IX w U w J w I LIGHT ROUND COLUMNS WHEN GFI \ ' POSSIBLE, REFER TO ELEVATION @ 42" \ FOR TRIM. \ ` \ ` 1GFI FOR GARAGE \ DOOR OPENER ---- ________________________ NOTE: \ ; LOCATION OF METER AND PANEL BOX TO BE BY BUILDER. IF NO GARAGE SEVICE \ DOOR IS PROVIDED A DISCONNECT SHALL BE ADDED AT METER LOCATION. I , 1 I ' HOST 1 \ BIBB I � I , , I -__ - COACH LIGHT — — COACH LIGHT ELE 'TRICAL PLAN SCALE: 1/4" = 1'-0" ELEVATION "A" & "B" 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 6' IF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLESTS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THE 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. PER 6th EDITION FBGR E3902.6 14. IN ALL AREAS SPECIFIED IN N.E.C. 210.52 AND IN 6th EDITION FBCR E3901, ALL 125 VOLT, 15 AND 20 AMPERE RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. PER 6th EDITION FBCR E4002.14 AND NEC 406.12(A) 15. RECEPTACLE OUTLET IN GARAGE FOR GARAGE DOOR OPENER TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI). 16. ALL PERMANENT INTERIOR AND EXTERIOR LIGHT FIXTURES TO BE 100% CFL BULBS ELECTRICAL LEGEND ® SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR $3 THREE-WAY SWITCH COMBO UNIT FLOOD LIGHT $4 FOUR-WAY SWITCH $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE n- TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE o CEILING FAN 110 VOLT DUPLEX OUTLET 4b 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT ' 2 DOOR BELL CHIMES WP WATER PROOF W/ GROUND FAULT 0 220 VOLT OUTLET p- DOOR BELL ® SPECIAL SERVICES OUTLET D0 P DISPOSAL N❑ T.V. CABLE OUTLET L= DISCONNECT SWITCH -44 TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING a JUNCTION BOX WATER PROOF RECESSED LIGHTING O THERMOSTAT Amok BATH FAN Q LOW VOLTAGE LIGHTING ( �® BATH FAN W/ LIGHT C INTERCOM SYSTEM L.E.D. DISC LIGHT ® GARAGE DOORPUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED SAME AS UNDERGROUND WITH ELECTRICAL CONTRACTOR 200 AMP SERVICE 2D0 = 2/0 COPPER OR 4/0 ALUMN. IN 2" CONDUIT METER MAIN DISCONNECT 200 AMP A/C DISCONNECT UNDERGROUND SERVICE BY POWER COMPANY # 14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL #12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER INTERSYSTEM # D TO HVAC TO RANGE BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD W/ MIN. B' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIALAND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. Y 62n N N g�lsmW H m �85e UMN�m ti LL uJ. ds¢v� ui s a a z 0:o z �d � � 6_M$yF' LL Z�a u d c a Occl W m0U) fqP I- a ❑ ❑ ❑ I�Wft.FDSENG.COM ro o VWW/ Z Z � O M O a w 0 r � LL n w F o U/� E V) V1 In V1 �! a f6 U w 000 amo� a'm ' DAMS HOMES11 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 I PORT ST. LUCIE IVI Job Information: o a U) L1J L c') m > f0 N z_ N N QJLuZ) N o M _I W Cn (n 00 w VI Model Name / Number: 2265 Plan Issue Date: Thursday, March 19, 2020 KA PROJECT NUMBER: 20-1842 Sheet: /0 Of: ELECTRICAL PLAN 9 m Off RZ%E . FIBERGLASS f SHINGLES D W HEAD HGT w e 23 SH LITE TEXTURED CEMENTMOUS COATING 25 SH TOP OF BLOCK W' OW HEAD H 4 6 io FIN. FLR_ 1�6 25 SH LITE TEXTURED CEMENTITIOUS COATING OFF RIDGE VENT �- FIBERGLASS SHINGLES 3450 SH 12550 SH 2868 OFF RIDGE VENT LITE TEXTURED CEMENTITIOUS COATING LEFT ELEVATION "A" SCALE:a/16" -1'-0" DBL 3050 SH BRG @ ENTRY T_O.M—- — - TOP OF BLOCK W'DOW HEAD HGT � ro IP FIN. FLR. 4 ro DEL 25 SH OFBLOCK WDOV HEED HOT ?P m FlN, FLR_ REAR ELEVATION SCALE: 1/4" =1' O" FINISH FLOOR DEL 25 SH TOP OF BLOCK W'DOW H D HGT 00 W i0 FIN _FLR. 1�6 8" FRIEZE 3058 DOOR WITH (2Y 12" SIDELITES & 60" X 16" ARCHTOP FIXED GLASS ABV I 7_4 OFF RIDOE VINT DBL 26 SH ARCHTOP 1�6 FIBERGLASS J f — SHINGLES 25 SH 26 SH a OTRIO L"l VENTILATION CALCULATION Formula = SF / 300 / 2 * 144 = net eq Inches of venting needed equally for Intake and exhaust Soffit: product provides 4.12 net sq In/sf Ridgevent provides 18.00 net sq in/If Offridge vent provides 138.00 net sq in / sf Overhang distance 1.33 ft S.F. of Area to be vented (SF) 3000 s.f. Total needed for exhaustfor upper 1/3 720 net sq inches Total needed for intake (soffit area, lower) 720 net sq inches Number of Off Ridge Vents for upper 1/3 needed 5 L.F. of Ridge Vent needed (can be used in combo with ORV) 40 Lineal. Feet of Soffit needed to meet required 131 LinealS.F providedby plan 240 LITE TEXTURED CEMENTITIOUS COATING RIGHT ELEVATION "A" SCALE: 3/16" -1'-0" 16 X 7 OVERHEAD DOOR FRONT ELEVATION "All SCALE: 1/4" =1' 0" TOP OF BLOCK VV HE DHGT 0 W °p iv LR, BRG. @ DINING RM. BRG.@ GARAGE _ _ 1 F.F. T0 S is o rr •.W uj J d Q` c�PC" FL Bit i� a C' g p W N N N gSw Sp f L5 00 c 8�c`f �2 Qo.i4� �F qk 3k UooViVW _ 04a v Ld . a�tv`.LL2 aww o dog o 0 0 Y �¢g3�°d Itl n.9 m °CD m G�A m 2Na�d QLOL ' 8�g 0 d" ¢ in Ti y �°- ��.� WNNI.FDBOVG.COM ❑ ❑ ❑ um v Z N w ro a m Z Z N c Q c I14®I' Y JZL 3 z 9 — Y a, o c Z .n . 2 � L t- m E U — a _W0 Wig o t/1� w U L° N E N U rR o wo O flMM ', Q ui A DAMS HOMES a FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY a GULFBREEZE, FLORIDA 32563 s DIVISION LOCATION: PORT ST. LUCIE v VI Job Information: _ ,m a o N m D O 0 g� c F LJJ N i U m a ai o �N a) z MQa) W D0 0 _J LLI N i N J m U) , v:,^^ J o0 rnModel Name / Number: ti N 2265 'o VI Plan Issue Date: a v Thursday, March 19, 2020 VI KA PROJECT NUMBER: Y 20-1842 T m Sheet: r Of: FILE o a ELEVATIONS - A 1 SEE DES G.C. TO PRI BLOCKING' W/ APA REI FOR SPAN I 7/16' OSB SEE "HIP/R BLOCKING" 20'-0" MAX 20'-0" MAX * * ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING, THE SHEATHING THICKNESS IS I S/32".) IF 16/32- IS USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP CTONS d EQ. CONTINUOUS BOTTOM CHORD a " X" BRACE SEE BRACING 2 X 4 MIN. SEE DETAIL TB04- )VIDE DETAIL TBO1 '0 COMPLY - )OMENDATIONS _ o _ DATING OF o IDGE DETAIL - - - Q Z mJ 4 Q q b a � 4 a V TOP & BOTTOM CHORD GABLE END BRACING Ca) ---/ 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 I REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTS 4 FT. 2 1 � 4 FT. x i / I I x L________________________________________________ 5 FT. 4 FT. O 501. 4 Fi. 0 O I 0 O' O _ 110011 0. \\ O O I 4 FF. O 4 FT, 0 O 4 FT. ROOF NAILING ZONE DIAGRAM O NAILATBASE 2ROWS@4"O.C.W/8ACOMMON MAIL . ROOF NAILING SCHEDULE: O NAIL AT TOP PLATE TWO ROWS @4"O.C.W/8dCOMMON NAIL © NAIL OPENING PERIMETER 3" O.C. W18d COMMON NAIL NAILING ZONES. (SHINGLE AND TILE) @ ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD O. NAIL INT. AT 3" O.C. W/ 8d COMMON NAIL ZONE 2: 8d RING SHANK NAILS @ 8" O.C. ON EDGE AND 8" O.0 IN FIELD ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD O STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING W/8d COMMON NAIL SHANK NAILS) O PLYWOOD SPLICES @ HEADER -. NAIL SHEATHING TO HEADER NOTE: W/ 8d COMMON NAILS @ 4" O.C. 7/16" OSS MIN. (SHINGLES) SPAN RATED 24/16 O (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL OR ROOF SHEATHING: (APA RATED EXPOSURE 1) 15132" OR GREATER MEMBER IF GABLE END COX PLYWOOD (TILE) NOTE; d NAIL FOR WASHEATHING B MIN . 31" X OT . 8 S LL MUST E 1 2 1/2"ATTACH SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, 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 16GAX 13/4" STAPLES & 2" O.C. ON EDGE & 4" O.C. IN FIELD. FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8" 15/32" OSS (2y 2x TOP PLATE 15132" OSB EXPOSURE 1 EXPOSURE I /,�(�).� //�' BEYOND SHEATHING SHEATHING Ar /' J PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET 2x RIBBON ' VERTICAL OR BLOCKING BETWEEN FLOOR SYSTEM 1/2" LL 8 O mLL CC v~w2pE- N W vNLL 2)A P.T. BASE PLATE BEYOND SEE PLAN AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7/16" FLITCH PLATE TO W/ (2)12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. ALTERNATING STAGGERED BLOCKING SECTION X-X "CONTRACTOR TO INSTALL EITHER HORIZONTAL OR VERTICAL BLOCKING AS SHOWN. BOTH ARE ADEQUATE TB13 I WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES I N.T.S. CONNECTOR SCHEDULE FOR: ADAMS HOMES -2265 ELEVA 2CF TRUSS ID BEARING POINT TRUSS ACTUAL CONNECTOR ID CON NECTOR UP LIFT FASTENERS ° UPLIFT `DESIGN RATING +' C1-05V, E7-E7V, R7, VR7 L -1724or less HETA16/MECH 1810# (9)10dx 1-1/2" ,., L/M/R -836#orless HETA16/HTS20/HETA16 18104 1310#/1830# (24)10dx 1-1/2" < (9).10d x 1-112" 69 'iii8 L/M/R -9524orless .HETA16/HIOA/HETA16 1810#/1040#/18104 (18).10dx 1-1/2' (9) 10d X 1-1/2 (12)16d ' t$Lr 67 ( L/M/R -1461#orless (2)HETA16/(2)HTS20/(2)HETA16 2365#/2620#/2365# (48)10d z1-1/2 "I LI (12) l6d 69-bjg. s, ,. L/R -808#orless HETA16/H10A 1810#/10404 19110dx1-1/2 (18lOd x 1-1/z G. Gl, 6i G9 L/R -946#orless HETA16/HETA16 18104/1810# 10- (9)10dx 1-1/2 (9)lOdx 1-1/2 L/M/R -843 For less HETAl6/H1DA/MECH 1810#/1040# (18) 10d x 1-1/2 W7+ 1655#oles (2)HETA16/(2)HTS20 2365#/2620# (12)16dL/R (48)10dx1-1/2 M)'4B L/R -493#orless H10A/H10A 1040#/1040#. (18)10dx 1-112 18 10d x 1-1/2 .I ^pHr ili L R / -50#orless CONNECTOR P ER TRUSS MFR } ' F6 L/R -989#orless (2)HETAl6/(2)HTS20 2365#/2620# (12)16d (48) 10d x 1-1/2 _ 19) 10d x 1-1/2 D21 L/.M/R -861#orless HETA16/HTS20/H10A 18104 1310#/1040# 124)10dx 1-1/2 (18) lOd x 1-1/2 CSP, E3, R3 'L -279#orless H10A/MECH 1040# (18)10dx 1-1/2 -B13, D21 SUPPORT COLUMN M&R -952#orless DTT2Z '2145# 1/2 WA, _ 'Sail (8) 1/4" x 1-1/2 B7 SUPPORT COLUMN. M -1461#orless DTR2 2145#. /2" WA. '(8)1/4"x1-1/2 TRUSS MANUFACTURER: PROBUILD/BFS DATE OF LAYOUT: DATE OF TRUSS CUTSHEETS , 9/19/2D19 . L=LEFT, R=RIGHT&M =MIDDLE BEARINGS.. BEARING LOCATIONS ARE REFERENCED TO TRUSS MANUFACTURER'S TRUSS DRAWINGS AIL CONNECTORS ARE SIMPSON PRODUCTS' FOR TRUSS BRACIN AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 SIMPSON- CONNECTOR SCHEDULE USP- CONNECTOR SCHEDULE MART( TYPE CDNNEOTOR B FASTENERS SEE 9YP CONNECTOR&FASTENERS SPF SIP A FRAME TO HEFAi6W(E)10dx1 VTOR NTAIN W0010)10d. MASONRY HETA20W IMxI VT (=) 1810 MA2) WIOO)10tlx1 TR' 10 i6B8 1870 O _ FFRAME° H2NAWI 110�NAIL8 036 688 RT7pW(1018tl NAILS BIB MO OFRAME C TO H1&A w1118110tl x1 t? 1015 1040 RTfiA.W1(I7j1W.IIW am 1020 FRAME 10A-2W(IS)IWx1 lZATZPLYIPUSBES M1080 I&2Wja)iW.11MA72PLYTRUMES MR80 O FMIAE TO. Mi812 w1(14116dx11?(AT E)DERIDR NO MTWI2w0I)I0dxl1M-(ATECT5FiOR FRAME LOCATIONINCLUDE13)IMTOENAILSI 890 LOCATION INCLUDE 13 TOENAILS INS 1195 E FRAMEM MOF W(22)lM NAILS AND Me A.TA. W 1T 3330 9965 MUGTI5 W(S)I Od NALS AND 6A" AT.R W MAsma EMBEOMEMWMMP80NBET-EPDXY 1S (TABNOM1B:NTW91MP90N'9ET'EPDXY 3990 M95 OFROM TO HT320 WR4)10dx111i•(ATEXIERCR 13e HTVM dP4)IU.11(T(ATEXTERIOR FRAME LOOATUNNCLLIDE@2d TOENAl3 1a10 LOCATKJN iNCLUDE 312d TOEMLS 128E t690)1 ®jFRAE TO R)H1120W(48)Ipdxt T (AT IXTFAN)R 1480 RJ HTWZO W(48110d x 11/L' (AT EXTFF FRAME LOCATIONNCLLOE@)12d TOENAL9 324 LOCATION INCLVOE(6)12d TOENaL9IEA) 2570. 90N TO NOT.2w/118)tOdNAIL8A1✓D RISIB' AT.R: MJGT2 wIO8)IOd NNLSANY/(2)BB" AT.R. ©FRAME BllSONM, WIT EMBEINAEMWSIMPSON"SET• 10B90 W12"ELBED MTWMMPSg4.9ET• 7020 S790 EPOM (MT4lFOR3.PLY1 EPDBY(N1GnFOR 3-PLY) OFRAME TO FQM W(18) 1/4"x TIMES WOOD SCREWS MOD 4n5 PFUBW(12)W83 WOOD8CREW8ONO MASONRY ANA R11YY x6'TII'EN IG ANCHOR BOLTS (4)8/4•z6'WEDG6BOLT 71W FRAME TO (1)L3T2 w/(19lad SIM�RS j � MASONRY &m IX x 1.1I4• TITEN 2 EENOTE#BBELOW 17W 2030 Q FRAMETO MASONRY/ F2)LMWF32j1BdS1N1EFS A(14) IN'x21N-THEN(2PI.Y1AU99) M 408DM RI LUGT2 W(33)18tl9NOBIRS&(10) 1N'x3"VAEDOEaa.TR RY TRU99) YTRLSSI 3100&1 9100-M FRAME OR(28) IM MNNETiS FOR FRAME(EA) F47�7� a]7oF OR(92)1Bd SINK13LS FOR 463-F Q FRAMF TO MIMNRYI M U3`r3WR41 i1Px3'MDSSCREW9 e(813/8'x5"iITFNRRVTRU88) M '.2I (21 WOTJWR4j I14'ORMANE26 WINE 7050-M WBO-F L TRU881 BIBDF IXi(fiW l6d MN103iS FOR FRAME(EA) T710F n BEA ITO HW10 GPT IuCAIO W 11 M lad A nm IN in-- i un..nrvrw.ne_. ,,..,"...,... ,... ......... O Ma90NRY/ FRAME (12)1/4'x28/1' TTTEN ITOMAB.) M(12)IU&(()IW(FORFRAME) OB". DOW 5)TF (i""'o U#1105 SYPLIA "P4"VP1wWA VoIloo i.sa, (12)I14'x2314'"TAPI:MSrMMAS) ORD2)1Sd&(6)IOd(FORPRAMS) WM W1030 3YRF GM1 IMESO SYP4 O FRMIE TO MASONRY R) FE1Al6 OPT R) HETA20 1H'+LYW(1D)I6dx117T OR 2 PLY W (12) ISO 1920 23N 1920 2JB5 (2) MAI8OPT (D HTA20 7-PLY w/00110tl %112'°R 2FLY W (1D 10d 1DO 2430 OFRAMEm �wOR HTSMRI III(B)1W NAILS AND A 19"x214' TAPOONS HTSM26 w/(W)Wd MILLE ASO(1) 1/4'Y2+M` EBB Do 1110 1110 RTWMI0W@)1W MILE AND(4)114"x1 BM" WEDOE.SOLT OR HM1ME0.1DO)I0d NALSMID(4)1M'xi M4" I'm 1M TAPDONS WEDC£-BOLT 1148 1226 ©FRAME TO MASONRY HIM 4(8) M xi Im NALS AND (2) 11TAN HID 180 910 O MASONRY OTTSW(B)I/4"xt ll2"SOBWOOD SCREWS AI.M (1)1l2FRAMETO'H 0.T.R FPOAEOW MMPSON•sen-BEENOIE#4 1835 2M5 DT&TZW@)iN•xi Inesma1&WOOD 9CREN9Al0 (1)1/A•B AT.R EPOAmW SMPSON-SET"SEENOTEA4 1510 IB35 OFRAME R TO MASONRY 'm6WRBIB4# IM"MIL$ANDIHSM"6 AT.RE-PDXIEDw181MPSOI,IMM ISPENOTEMBELOM 4375 5000 HTT45 W(S) 10d x2 In -NAYS AND(1) 9l8'H AT.A EPDXlm W81NP8pN BET DEEP NOTE M SELO 5005 ®FRAME TO MASONRY HR4W(1E)1WXA1YAM9AND(I)M8.O AT.REPDXIEDW/81NPSON'9ET' (SPENOTEARELOW)REF-NOTEURF 3640 4235 MT45 W(10) teal¢ VT MAILS MID (1) Si A.T.R. EPOMED w/MMPSCN"Wr 41W O FRAME TO FRAME MOSWR4110dn111TNAI.S 78N 910 LUGTI WR3OgxI IWNAILS via 104fi OFRAME 70 MASONRY HM9KTW(4)1M'k11lT SD3 WOOD SCREWS&(5)4A' 2114"TAPOON4 768 "MWM10dxt IMIMILS& (4)1M"x1&M"TAPC0149 1395 1869 OFRAME MASONRY VOT'if D8)1/4'xY BOB WOOD SCREWS8 (1) MeN AT.R. EPO!OEDW SNP90N' T- W 12-MIN. EMBEUMENT Sms 4$t0 OFRAAIETO W 8,`SO14m. (2) VGT W(32)1AW BIDS WOOD 6CREWS &R)BB'H AT.0. FPOMEDW MMPSUN BET' w/ 12' MIN. QMBEDk ENT 5170 7186 OFRAMETO FRAME wrw0B)I14'x9"SMVV00DSCREWS& H0W.SO92.5w1(10)1M'41n-SDSW°OO SCREWS&(1)We A.T.R. no 4566 MWTi6W(22)10tl NaL6&HTT45 W(18) Iw NAILS&(UfiM-A&T.R. 41W O FRAMETO (2) HTTB W(&0 IBd'x2la- RAILS & HI SIe•6A.T.R I9EE NOTE WI 4379 ` (R)H1T46W152)i8d5d llT NAILS NI ",9-A"xuro .,m.-1 SON 2. ALLMUSSTO TRUBSCONNECTRINSAREWL°VIDEDBYT SSMANUFOGTUR ,-6A.00N PLAN. 3. UGMAYUSEEIt'HER SMPSON OR USPCONNECTION9.SEE FRAMIN°PLM FOR CIXNIECTOR CALL OUT. 4. FOR SINGAE PLY TRUSSES, SCAB ON FULL (EOGH"SYP#12•%4•TOMUSS VERTICAL WEB W(2) ROWSOF IM Na LS A 3-O.C. STAGGERED 5. MNNUMA.T.R.EMB MENT:W MBWO FONT T.R B'BNB6DMEM FCA NB'A.TA.B'EMBEONENT FOR )N" A.T.R.IIFATSTEP, DEPTH IS FROM LOWER BLAB). L SCAB MUM CHORD W 4ID" 2x BYP Q MATCH CHORD LUMBER BTff)wl(2)RDWS 10d@4'FROM END &4'O.C. STAGGERED; CENTER AT CONNECTOR LOCATION AS MUCH A9 P0991BLE. AO MINMALCONNELTORUNOONFRAMINGPLAN 1. CONNECTION FOR ALL HOOFIFLOORTRU99E910 MA90NF°'WALLSIUMEL& ICE WALLS UNO ON RAN 2. CONNECTONAT24"OR92'O.C.PMUMVonT LSMRALLFLOORTRUSWSPARALLELTOMMMW WALLS SEE DETAIL FB12wJ FOR MORE INFORMATION B CONN=CTM FOR ALL HIP JACI((OOFUER JACIQ TO MASONRY WALMACF WALLBUNPEW 4. CQNIECTIM FOR ALL CONTINUOUS RIM BOARD TO TOP OF MASOA'RYAT BP OC MAX W 12) AT ti1LH CORNER. QC. TOYERIFYLG TKINDOESNOFCOIYFLIC JIQFAPFUCABLE)LAYOUT 5. CONNECTALL FLOORMUSSES TO INTERIOR BEARING WOOD WALUBBAMS.1 M 12d TONNLS O MINMALCONMCTORUNOONFMMINGPLAN I. WNNE"ONFOFIJACKMUWTQMoDWALLoREEAM ©.MINMAI CONNECTOq UNOON FRAMING RUIN ROOF FRAMING NOTES 1. SHINGLE ROOFING SYSTEM OVER MIN. 7/16" OSB ON PRE-ENGINEERED WOOD TRUSSES AT 2'-0' O.C. MAX. (SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPE AND OTHER INFORMATION. 2.THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2x4 #2 SYP WITH (3) 10d TOENAILS EACH END. THE. SHEATHING IS TO BE NAILED WITH 8d NAILS AT 4" ON CENTER AT ALL EDGES AND THEN S" ON CENTER IN FIELD 3, FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 - - NOTE TO FRAMER -- IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECOR D (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 FOS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S4 C.M.U. OR ICF WALL ° SEE TYP. WALL SECTION 2x4 P.T. FASTEN TO C.M.U. w/ 11/2" LONG T-NAILS ® 2'-0" O.C. SECURE! -CHANNEL C& 12' O.C. TAL DRIP EDGE + SUB -FASCIA b IM FASCIA 11 CONTINUOUS VINYL OG.C. SHALL VERIFY SOFFIT MATERIAL CAPACITY TO RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING WIND PRESSURE TYPICAL SOFFIT SUPPORT DETALL O ♦♦&011iT trill ♦ l ��lJ' RgCs t��i E �,♦�0 Q •E- i� N oA CN FAO a� 0)) a :ILIC • �: P G �p s ,: �'" s� ^ tip.`' � lclr.'LAl .c yC1 v t ZOD f0 DO 00 4 LL#7 #I TO G.�Ehn y�yW �pLLLl.W �. QG .3 MS] (L O Z .&.� Z LIO.I M BEm� R ,B tog v gm6"� usI8�)f Hl� 6 tog m 15 ' 8@Jp0 m � 2 Ost yIW2 WWW.FDSENG.COM ❑ ❑ ❑ L d N (Q VZ N M N m Z � 5 zMAI a r�i v - Y B Z $a MI � t1i (� Q I(C�Ji( E •v � (n a:m 5D 9 H uN E _ W 0O E i ° N m DAMS HOMES C T� .°� FLORIDA CONTRACTORS LICENSE NO.CRC1330146 v 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 a € DIVISION LOCATION: PORT ST. LUCIE Job Information: «M� FD ' a o N m O 0 c s z 0 O L0 0) i � o Uj N N E 2 m Z ¢ 1) _ 00 CL E 24 ®_3LLI� o DO J 00 :%i (n 00 LI- jModel Name / Number: 2265 ,6 Plan Issue Date: N Thursday, March 19, 2020 w KA PROJECT NUMBER: 20-1842 s Sheet: Of: C O Y ROOF PLAN A rx *"ARTw/ GRAVITY & UPLIFT L .. `FOR: ADAMS HOMES 2265 A 2CF- 8'-O"PLATE ro i _. I� - =' u . STAIIAID - LINTELS i .:. I COURSE 1 COURSE LINTEL BLOCK W1 1 Al 5 BAR&3000PSI NONSHFARWALL SEGMENT Y;. I z SAFE PLIE DI APPLIED GROUT, MIN. 25" LAP (Ac"�°) a IQ-�� GRAVITYtAV1TY lrfL' LC)�l#I"( TYPICAL SHEARWALL SEGMENT i��1"11 UPLIFT LOAD BEAM COMPOSITE >.. LOAD (#Ri,LE) (F1FUApF) (# PLF) ALL SHEARWALL SEGMENTS CONSIST oFARUFD 950 ' 145..4 83 CELL EACH END WITHOUT 8F16 - 1B / 1T (min.) AN OPENING BETWEEN. V 971 FILLED CELL; S F 16 - 1 B / 1T FILL BLK. CELLS WITH 3000 P.S.I. GROUT ONE #5 0 LOCATIONS ( �` •, p I J "• ' ,., '�,° 7.01,``.� '• l- .- 355` 8 F8 - 1 B / 1 T CONC. SLAB SEE FOUNDATION PLAN SHOWN ON THE FOUNDATION` PLAN AND FLOOR PLAN. MIN. LAP 25" 530) p 518 ,. FOR MORE INFO (ACT 8 F 16 - 1 B / 1T TOP OF SLAB TO - a 93 8F16-OB/1T �_ „ - 8F16 1B/ 1T 234 8F16 - 113 / 1T MS02 TYPICAL SHEAR WALL SECTION N.T.S. NOTES: 1. ACCEPTABLE LINTEL MANUFACTURES INCLUDE: CAST-CRETE OR QUAILTY PRECAST COMPANY ( LOTTS CONCRETE PRODUCTS, WEKIWA CONCRETE PRODUCTS.) © T O TIP. TIE BEAM W/3000 P.S.I. CONC. W/1 #5 REBAR CONT. SIMPSON SP4 W/(B)- SOd X 11/2 SIRE OR SPS FOR 2x8 AND 2x8 WALLS - Fe• T, - 11L? `-DOUBLE 2x TOP PLATE r' STANDARD HOOKS SEE MS05 FOR MORE INFO TYP. FILLED CELL W/3000 P.S.I. CONC. h, W/1 #5 REBAR VERT. ANTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL T. 9" C.M.U. 2"x #2 SYP/SPF P.T. W/ (3) 7./2" % 8" "J" BOLTS OR (3)1/2" X 6" EXPANSION OR (6) 3" X 1/4' TAPCONS OR (8) 2 7/8" HILT] TUFDNI NAILS 2x BASE PLATE SEE PLAN FOR MORE INFO MS03 FRAME (EXT/BRG/ HEAR) WALL TO11 N.T.S. #5 REINF. 2W MIN. LAP BAR N1 #3 OR 44 REINFORCING BAR #m A 44 I��P CPI ICE 25" MIN. LAP #5 STD. 90° HOOK #b RFNFORCING BAR #51 AP BPI ICE SCALER"-1'O' 36"M-�( #6 REINFORCING BAR A GRADE 40 U.N,O. #6 LAP SPI ME I MS05I REBAR SPLICE DETAIL - GRADE 40 1 N.T.B. ATTACHMENT REQUIRE ENTS SIZE TARCONS SPACING # ROWS 2 x 4 1/4" X 2a/n" -12" O.C. 1 2 x 6 1/4" X tad" 12" O.C. 2 2 x 8 1/4" X tad" 12" GC. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. PRECAST LINTEL � (2) 2X P.T. i BACKS W/ i 1/2" O.S.B. BETWEEN ; I- FASTEN PT 2x/ i NAILER TO F q'l: � MASUNNY i IF DOUBLE 2X NAILER IS USED, USE 1/4"X 4 1/2" TAPOONS. SEE OTHER NOTE FOR. SPACING REQUIRED MS11 2x BUCK DETAIL N.T.S. O O ELEVATION "A" & "B" O 01 9IREa RATtop MN. fu IEGb I.In'CLEAR we cn.0 4 r ' OROar '8 %RmAR AT Mor TO 0 OF LNial. CAVITY I vTO raiNFOROTIG id/e"ALrwN. PROvtON LIWEL NARdes, a' NLMNAL IOThI TYP$ DEVGNAT(ON �. P . MLLm Wfi! mRdlT r a . WIpILLeo j' OeGMITI' OF "1 ReeAR AT 1 eorron °c ullm CAVTY SF16-1B/It NOMNAL WON L duANTITY OF S HOYN4L EAR AT TOP MATERIALS 1. FC precast lintels = 350o pet. 2. Pe preatresaad Ilmel%= 6000 pal 3. f cgrout= 3000 psi W/ madmum 3/8" aggregate. 4• Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength =1900 psi. 5. Reba( provided in precast lintel per ASTM A615 GRAD. 6. Reid Faber per ASTM A615 GR40 or GREG. Prestressing strand par ASTM A416 grade 270 low relamdon. 7. 7/32 wire per ASTM AM. 8. Mortar per ASTM C270 We M or S. GENERAL NOTES 1. Provide full mortar head and bed Joints. 2. Shore filled Ilmels as required. 3. Inste110tiOn of lintel must comply with the architectural Md/or structural drawings. 4. Lintels are manufactured with 5-1/2' long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vemcal deflection, except Ilntsls 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 ttre lintel cavity. 7. 7/32' diameter who stirups are welded tothe bottom steel for mechanical anchorage. 8. Cast-r"lace concrete may be provided In composite lintel In lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACl 318 and ACI 530 10.1-Intel min. depths are celled out on lintel plan. N contractor Installs a deeper lintel than Indicated on the plan, doing this increases the strength of the final and is approved without engineering letter. if a Smaller lintelis installed contact FOR for approval. SAFE LOAD TABLE NOTES 1. All values based on minimum 4" bearing; EX00ption: Safe loads for unfilled IInts16 must be reduced by 2M If bearing length Is lase than 61/2". Safe loads for all receseed lintels based an 8" rrominal bearing. 2- N.R. = Not Rated. 3. Safe loads ere total superimposed allowable lad on the section specified. 4. Safe loads based on grade 40 or grade 60 field Taber. 5. Additional lateral load CapmIty can be obtaned by the designer by presiding addional reinforced masonry above the precast lintel. 6. One #7 reber may be substituted for two #5 rebam in 8" lintels only. 7. The desgner may evaluate COTO(intraed loads from the safe load tables by calculating the maximum resisting moment and shear at &away from the face of support. 8. For composite lintel halghts not shown, use safe load from next lower height. 9- MI safe loads In units of pounds per linear foot. PRECAST'U" LINTEL w/3ODOPSI CONC/H(0)OK GROUT SHALL BE FLUSH AT OPENINGS SEE GENERAL CONCRETEWITH TOP OF WALL LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT HURRICANE R G n $To. 90 HOOK (TYP.)ANCHORS 4� I) I (TYP.1 it° � L ,: ��i1 •r��+: r .� • REBAR ON BOTH SIDES STD• 00 DEGREE N g off. Q OF OPENING U.N.O. ANGLE 3000 P.S.I. CONC W/1 95 DIA. REAM 60 PROVIDE KNOCK -OUT BLOCK FOR FIRST ••- COMPLETE CMU COURSE BELOW SILL& FILL SOLI) ' • '. W/ (1) #S BAR FOR ALL WINDOW OPENINGS 8 •S AND LARGER V .••, , '- • • • CMUU.N.O. ' , I y t I�j)I , 1 Ir L LJ $ j4 tttla if P(ppJ �J oSA •� w c ti _� •' E : ' °" N _ CEO a -• ,R Lu • CN F u, �5 N 'r T 0 rH 3 a rr'003 FLp^j• `4 E �eLlea��% U On F- � 1- a m y ##g ttppN c �aiau� fA H�0�0 F2 F y�. .16 pia agC LL LL Il a� E �9ryp W � �� Pq m 13 ay 6 Z Z Q m a e r a 5 H w Igo a 30 ¢ m O sL y ILd i a i G EPo� Q OU JON �' gBEmz.O W Ww.FD9FNG.CON ❑ ❑ ❑ ��+ M ON! o�o O w z Z°� a a J a Z rot ce •� c •1--� W Figg" I in E V 1 "Q W O \Y o ~ ° 4 owo .9 X: NY C Q T i 01°o a 4 LAMS HOM IV der FLORIDA CONTRACTORS UCtNSEINO..CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 a € DIVISION LOCATION: PORT ST. LUCIE Job Information! tatrds r m O cc TYP. BOND BEAM S" x S" x 16" K.O. 7 g. ` LO LINTEL BLOCK RLL W/3000 P.B.I. W Q rLj G.1 CONC. W/1 #5 DIA. REBAR E \ m y =/ INDICATES �) M N N C4 N p 0) FILLED CELL FROM FIG. TO m / p Lr_ Co Q. BEAM WITH 1 #5 BAR MIN. C, p O y JmU)U) G0 VIGO Model Name / Number: 2265 TYP. DOWEL 25" MIN. LAP(ACI 530) x • Plan Issue Date: d,C Thursday, March 19, 2020 $V KA PROJECT NUMBER: x 20-1842 m o Sheet: �-� Of:.. bib ELE �' py LINTEL PLAN f 2x6 #2 SYP P.T. O SIMPSON HETA 16 W/ (2) %"1 EACH END SEE FLOOR PLAN WEDGE ANCHOR 0 FOR BEAM SPEC. OVERHEAD SECTIONAL V G DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT �r++.• N W/ WASHER. MIN. 6 PER TRACK TO JAMB. •, , c ; . , 5 1/2" DIA. x 8" o ( 1/2" X 8" A.B. W/2" " " d "J" BOLTS WASHERS SET FILLED CELL W/ #5 TYP. FILLED CELL VERTICAL MIN. 5 PER JAMB. n OII yE fl ~ SECTIONAL II C c ® OVERHEAD DOOR WOOD P.T. #2 v " SYP2"X6" o v. TRIM ! $ 2"1 P.T. WOOD JAMB +'.•'fGtl u E OFF 0 IF F J N DOOR AND CONNECTION PER " = Sao GARAGE DOOR MANUFACTURER GARAGE SLAB I j w of ��Q TYP. GARAGE DOOR t r tE s TRACK MOUNTING DETAIL sIcje1P�.�`Piz IF f p1ti's NOTE: DETAIL CD22 / 3-2 MAY BE SUBSITUTED FOR THIS .' y DETAIL- UNLESS NOTED OTHERWISE a, 3 t MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. CD21 ENTRY CMU COLUMN/BEAM N.T.S. 0 c m EmE_ m V to a �• 5 v tyRpj1 N W ik ik. ik 5m�� QI' N B8e.I<� yONN QI 4L LL LL $a� Mel0 $>> BLOWN -IN R-30 INSULATION PER FBC pp QJLL11. Ld +i ryc a W w LL AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION PROVIDE BAFFLES g $ €' Z a E p a BLOWN -IN R-30 INSULATION PER AT EAVES (FOR VENTED ATTICS) v m gg =„ E W B x O O " m FBC AND ENERGY FORM SUBMITTED 12 WITH PERMIT APPLICATION 12 FIBERGLASS SHINGLES OR i Y o w s $' o, F d' W rn 3 =a � m m s _ i. N F' jj a =,6'j ,{ ¢ A PROVIDE BAFFLES AT EAVES SIL EE PLAN SEE PLAN TILE ROOF (PER ELEVATION) ' OVER APPROVED UNDERLAYMENT `o 0 a-{ <6 0 J o a z o _ Ii = 5 0 ° uJ (FOR VENTED ATTICS) o W 3 a � FIBERGLASS SHINGLES OR PER FBCR 905.1.1 OVER APA PRE ENGINEERED WOOD RATED STRUCTURAL SHEATHING g Gi f c; m TRUSSES O 24"O.C. vnwv.weErvs.coN TILE ROOF (PER ELEVATION) (SEE STRUCTURAL NOTES OVER APPOVED UNDERLAYMENT PER FBCR 905.1.1 OVER APA FASTENED TO TRUSSES PER ROOF � lli NAILING SCHEDULE) m RATED STRUCTURAL SHEATHING PRE ENG. WOOD �� -' TRUSS ANCHOR (SEE PLAN) m Z r7 TRUSSES @ 24" O.C. (SEE STRUCTURAL NOTES FASTENED TO TRUSSES PER ROOF - - SEE PLAN FOR — - — - — - — BRG. HT. P /� 1R Z m Q /\VET//� Il�a�l%E _../ NAILING SCHEDULE) 1/2" DRYWALL . « • r `, TRUSS ANCHOR (SEE PLAN) `` 1 TO BE INSTALLED ON OUTSIDE FELT PAPER OR ° . a ETAL DRIP EDGE TRUSS PLATE v cCn a — Z v v u +, v „ u FACE 3/4" P.T. NAILER • "J 2X SUBFASCIA e (TYP.) FRAME FOR BUILT-UP CORNERS 8 rn O SOFFIT. SEE ARCH. 1/2" DRYWALL PLANS min (3) Zx4 OR 4x4 w/ 2x4 POST UNDER EA w mo.' OFF,)% tMETAL DRIP EDGE 1/Z" DRYWALL CURTAIN NAILER r 6 x 8 x 16 K.O. 2 X 4 P.T. PLATE END OF SUPPORTING BEAM. fi l.J — --- CONNECT ALL 2x STU 2x SUBFASCU\ TO TOP PLATE WITH 1 x 4 P.T. @ WINDOWS n LINTEL BLOCK i x 8 P.T. @ S.G.D. " p.H, W/ (i) #5 DIA. REBAR & KEEP IN 3/4" FOR SHEATHING NAILED w/ 8d NAILS @ 6' AND LATH WITH FINISH O.C. E v ( 1 )p V/ V) c m (4) 16d TOENAILS SOFFIT. SEE ARCH. PLANS N " SEE ELEV. 3000 PSI CONCRETE PRECAST "U" LINTEL N (TYP.) ALL SIDES / i . /I'�y,, \ O \ (TYP-) FRAME FOR CDR- r _ cm r. aum �` U N 1/2" DRYWALL — N O O f \O NERS FOR NON LOAD E o SEE PLAN FOR HEADER SIZE SEE SCHEDULE vo v a v \ \ \ BEARING SIDES NAILED c u < W/ 16d NAILS @ 8" O.C. N- O�. Offi4N1 15/32" OSB EXPOSURE 1 ON O 0 1/2" X 8" J-BOLTS \ - Q rn o MAXIMUM OF (3) - 2X PLATES MAY BE O'H' EXT, WALL W/ ALL EDGES BLOCKED. (1) CENTERED EA. \ (fYP.)4 COURSE HIGH A.F.F. .oc"o ADDED BELOW THE HEADER W/ EACH SEE ELEV, SEE TB13 FOR NAIL ATTACHMENT. STAPLE: 16 GA. 1 3/4" SIDE I WASHERS \ i CMU BASE FILLED w/ CONC DAMS HOMES PLY ATTACHED W/ (2) ROWS OF 16d (OPTION) STAPLE 0 2" O.0 EDGES AND FIELD. 6 (TYP.) W/ (4) VERTICAL RENF W/ ui NAILS AT 8" D.C. NOTE: 44" MAX. SILL HGT. ON FILL CELL -(1) #5 DL4. PSI ALL BEDROOM WINDOWS. „ REBARALL HOOKS INTO FTG & AT TOP FLORIDA CONTRACTORS LICENSE NO. CRC1330146 " CONC. ALLOCATIONS .I OF COLUMN PLAN A1-Al 3000 GULFBREEZE PARKWAY VINYL FRAMED WINDOW W/ SCREEN h SHOWN ON FOUNDATION GULFBREEZE FLORIDA 32563 (G.C. TO VERIFY W/ FLOOR PLAN N & FLOOR PLANS m r LOCATION OF OPENINGS IN " DIVISION LOCATION: EXTERIOR WOOD WALLS. IF NO SIMPSON LSTA30 SEE FLOOR PLAN PORT ST. LUCIE OPENINGS ARE INDICATED, FULL ty w/11-10d TO BEAM FOR BEAM SPEC. a STUDS ARE REQUIRED). & TO FRAME BELOW v VI Jab Information: NOTE: 44" MAX. SILL HGT. ON ALL BEDROOM WINDOWS. VINYL FRAMED WINDOW t WINDOW STOOL Phi' W/SCREEN a CEMENTTROUS DECORATIVE FINISH 7/8" THICK PER ASTM " PER SPECS ,"" PRECAST CONC SILL M C-9Z6-98A PAPER BACKED FOIL R4.1 H m 2X STUDS (SEE FLOOR PLAN FOR INSULATION AT CMU BLOCK WALL N c O MORE INFORMATION). SEE TB13 1/2" DRYWALL PER FBC AND ENERGY FORM y SUBMITTED WITH PERMIT l EXTERIOR FINISH - ON SHEET 6 FOR NAILING INFORMATION FOR APPLICATION (SEE ELEVATIONS) s N R-13 INSULATION AT EXTERIOR WALL SHEATHING. WOOD FRAME WALL PER FBC P.T. 2X #2 SYP. BASE PLATE AND ENERGY FORM SUBMITTED 1 x 2 P.T FURRING FTG. DOWEL #5 DIA. REBAR 1 x 4 P.T. 17" IN CONCRETE - 25" < - .p W O N '= V V w/ 1/2 x 8 A.B. OR i/2" x 8" TITEN WITHPERMIFAPPLiCATlON ( HD) WASHER AT 31" O.C. BASE NAILER EXTEND (ACI 530) ABOVE SLAB. ALL LOCATIONS SHOWN SIMPSON HETA20 BUILT-UP E > y M ., w w/1" WOOD BASE TO COLUMN Ai , Al CORNER MIN 3 2x4 M w m ai WWD BASE MIN. 6" FROM END -SEE W507 FOR TERMITE SHIELD ON FOUNDATION PLAN PO/SO-10d OR 4X4 POST w/ 2x4 UNDER 'n _ � N N 3 E i ....� ¢� SEE FOUNDATION PLAN SLAB INFORMATION ; SEE FOUNDATION PLAN FOR EACH END OF BEAM a. U m 00 ,FOR TOP OF SLAB h\ _-(\�Yy- SLAB INFORMATION TOP OF SLAB , NOTE: 2 X 4 P T PLATE m o O J W ZD 0 o IF,BOTTOM STRAPS MUST BE ti J ' ^ r ^ v / v, CID* ' to INSTALLED ON INSIDE OF ♦ GRADE ) GRADE COLUMN. DO NOT BEND ^i> Model Name Number: b STRAPS UNDER PLATE. CLEAN a PLACE STRAPS IN FILL ; iy :° " ° ; e v 2265 COMPACTED + n •1 SEE PLAN FOR RE -BAR QUANTITIES CELLS w/#5 REBAR •, (TYP.)4 COURSE HIGH CMU BASEFILL r0 *; '. TT O , j I ; °,;4,; ' , ° , ° /, ° .., FILLED w/ CONC - SEE PLAN FOR ♦ Plan Issue Date: Thursday, March 19, 2020 SIZE. TOP OF COLUMN BASE - SEE FOUNDATION PLAN SEE PLAN ��—SEE 2'-0" AFF o ♦ KA PROJECT FOR FTG REQUIREMENTS FOUNDATION NUMBER: 20-1842 PLAN d Y WS01 TYPICAL WALL SECTION - 8" CMU 3/4"=11 NOTE: DETAIL CD21 / S-2 MAY BE SUBSITUTED FOR THIS DETAIL - UNLESS NOTED OTHERWISE ti o a Sheet: S_2 Of: WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4"=1'-0" CD22 ENTRY CMU COLUMN BASE W/ FRAME ABOVE N.T.S. TYPICAL FRAMING DETAILS WHEN REQ'D RECESSED PRE -CAST LINTEL 8" D BLOCKTIEBEAM W/(1) #5 REBAR U.N.O. NOTE: MAY CUT BACK 2x8 P.T. @ STRUCTURAL TOP TO ALLOW CONT. 2x4 BLKNG I SHEATHING AROUND CURVE. MIN, 2 TITEN CLIP EACH TRUSS ANCHORS TO 2x8 (SEE ROOF PLAN FOR TYPE) i FRAME OUT TO BLOCK EDGE LINTEL (SEE PLAN) ; EXTERIOR SHEATHING •X ' 7/16" O.S.B. 2x8 W/ (3) 12d ATTACHED PER NAILING EA. SIDE TOENAILS EACH END SCHEDULE T813 ONSHEET 6 STUD ANCHORING: 2X BLK'G. /16" OSB W/ 6d R-19 INSULATION AT EXTERIOR STUD TO TOP PLATE: SIMPSON SP4 TO O.S.B. NAILS @ 16" O.C. WOOD FRAME WALL PER FBC W/ 2 - 8d TO SIDE & TOP NAILER AND ENERGY FORM SUBMITTED EA. END WITH PERMIT APPLICATION i 2X4SPF (WHEN EXTERIOR WALL IS AT 16" O.C. EDGE VIEW 2x4 SPF CONTINUOUS EXPOSED TO INTERIOR SPACE) BLOCKING ATTACHED 2 X 4 P.T. TO 7/16' OSB W/ (2) 8d STUD TO BOT PLATE: NAILS. SEE DETAIL ABOVE SIMPSON SP4 2x BUCKS SEE MSli LINTEL ti`.` 1/2" X 8" FOR MORE INFO NOTE: HOLD FRAMING 1/2" ANCHOR BOLT BACK FROM FACE OF BLOCK @ 32" O.C. FOR SHEATING TO BE FLUSHT11 WINDOW OR DOOR OPN'G WITH BLOCK FACE 8" CMU WALL WF01 I DETAIL @ ARCH WINDOW FRAMING x m m m ro ;D m (2) 2 x 4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 z 6 LAMINATIONS W/ (2) ROW OF STAGGERED 100 ROWS OF STAGGERED 16O ROWS OF STAGGERED 160 COMMON WIRE NAILS COMMON WIRE NAILS COMMON WIRE NAILS (D = 0.148•, L= 3") OR EQUAL (ONE INTO EACH OUTSIDE FACE) (ONE INTO EACH OUTSIDE FACE) (D • 0-162", L- 3-1/2•) OR EQUAL (0 = 0.162". L= 31/2') OR EQUAL Nl1TFC. 1) ADJACENT NAILS ARE DRIVEN FROM 3) FOR 4 PLY. PROVIDE L/4"DIA. x 51/2" LAG OPPOSITE SIDES OFTH E COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR&PLY) 2) N1 NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NDS SECTION 15.3 FOR THE THICKNESS OFTHE LAST LAMINATION. ADDITIONAL INFO. WF37 I TYPICAL COLUMNS DETAILS N.T.S. FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 11/2" CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) EMS C ! ! F.F. VERHANG �o• `J• `Ys FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" N.T.S. 2x8 SYP #2 TOP & BOTTOM ATTACHED W/ (1) ROW 16d 2x6 SYP. #2 NAILS @ 16 O.C. RIPPED BOX HEADER DETAIL Q IF ONLY (1) KING >< 7/16" O.S.B. (1) JACK USED AT EA, SIDE EACH SIDE OF 2X BLK'G. OPENING G.C. TO W O.S.B. A. END INSTALL (3) TITEN HD. E 5/8" x 8" EQUALY SPACED EA. END PER SIDE INTO CMU AT JACK TO HEADER, NO BASE EDGE VIEW CONNECTOR REQUIRED (3) 16d SEE PLAN �SP4 AT COMMON FOR WILL 24" O.C. NAILS(TYP)� HGT. CMU1 Ta. vo ulna II �HEADER PER 110, % �`/V`�:,AI,• TO SIDE : •• 2x W/ (2) 16d TOENAILS I EACH END TYP. 1 ! •ILIA, w• ! BOX HEADER—J �. i CMU PROVIDE 2x4 ON TO OF 2x8 TO BLOCK OUT 2 ROWS 12d @ TOP PLATE ATTACH W/ 3" O.C. —DOUBLE 2x4 (2) 12d NAILS O.C. TOP PLATE (SOLID BLOCK W/ 2x6) 2x4 STUD PER PLAN 2x4 BEYOND AGAINST 2x8 STUDS NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN TOP PLATE W 8d 2 1/2" x 0.131 NAILS (SIM. w/ 2x6 * NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) TOP PLATE TRANSITION PIPE OR DUCT w/ OUBLE 12d PENETRATION THRU TOP SPLICE TOP PLATE w/ MORE THAN 50%OF TOP 2 ROWS 12d PLATE WIDTH INSTALL @ 3" O.C. SIMPSON PSPN516Z W/ (12) 16d NAILS TYP. 49. TOP & BOTT. NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO TOP PLATE W 8d 2 1/2" x 0.131 NAILS * NOT REQ'D. WHEN QT SYSTEM IS APPLIED NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL WF21 I KNEEWALL @ ENTRY FRONT WALL 3/4"=1'-C OF SPLICE DOUBLE 2x8 TOP PLATE w/ 2 ROWS OF NAILS @ 3" O.C. WOOD BEAM SEE PLAN FOR SIZE SiMPSON HUC410 OR (2) HUCZ10 " TO BUILT-UP COLUMN SUPPORT COLUMN BUILT-UP MIN. (3) 2x4's OR 4x4 W/ (2)-10d NAILS @ B" D.C. EACH PLY , (SHOWN AS 4x 4) (2) SIMPSON HETA20's W/(12)-16d EA. TO COL. " y ALT: BOTTOM SPLICE TYPICAL BLOCK ' CENTER D W/ (1STRAPS 3)•lOd NAILS OVER STUD WALL 'u ,'� Ea TO COL. � �•.� TIE BEAM WF17 I TOP PLATE SPLICE DETAIL 3/4"=1'-0" * CRIPPLES MAY/MAY NOT BE PRESENT. VERIFY HEADER ELEVATION HEADER SUPPORT NO. OF JACKS & STUDS RE . AT OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL JACKS KINGS JACKS KINGS SIZE EA END EA END EA END EA END LESS THAN 4' 1) (2) 1) 2) >4' BUT <9' (2) (3) 1 (2) (2) 0'-0" - 16' 3 4 3 4 HEADER ANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE NM & SIZE OF & GRADE RAFTER TIES EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE CD04 I BEAM @ RAISED ENTRY MASONRY WALL N.r.s. �i `1 W ti ro N F m ti RJk go #J 0 0 o O{'1 LL LL LL QMMy Mp"jo .g Q 5'e`F0 Iu M;02 sq0 � Z� p Q S mg �m� Of pip p _ C0 m c � T un L� H rv11 IN ��0- �6a 0 o y M YfM�4.FDSENG.CON ❑ ❑ ❑ < • / ro V/ Z o Z M O Z Q a a � za (j lv �9 VJo - c m mOT �_jl('��_•Jl W Op� I U C N d Y O Q m Qo9I[ 4m DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 PORT ST. LUCIE Job Information: 2X CRIPPLES @ 16" O.C. SEE SCHEDULEVI �" LD W/ SIMPSON SP2 TYP. N TOP AND BOTTOM 2-ROWS 12d NAILS STAGGERED @ a ` 12" 0/C EACH �• * WHEN STUD LENGTH FACE OR 3-ROWS Mo IS LESS THAN 12" USE 12d NAILS STAGGERED N LS-FA30 STRAPS AT EACH @ 12" O/C FOR 2 x 10 STUD WRAPPED OVER OR GREATER HEADER TOP PLATE & NAILED TO HEADER EACH SIDE FILL ALL HOLES IN DOUBLE 2 x #2STRAP s a S.Y.P. HEADER W/ a c 1/2" FLITCH PLATE = N L 0) 10d NAILS @ HEADER. (U.N.O.) W V M 8" O/C TYP. 0 \ FILLING AND BLOCKING AS u`2 / cu 0) N CN 3 2 DOUBLE 2 X 4 REQUIRED FASTENED 70 CRIPPLE STUD HEADER W/(2) ROWS D3 Z `— OO a - TYPICAL (U.N.O.) OF 12d @ 16" O/C UNLESS P O O J Ll� N o NOTED OTHERWISE p J W in ♦vn GoLL / m VI Model Name / Number: 2 x 4 STUDS TYP. 2265 SIMPSON HT74 W/ (18) i 16d NAILS & A 5/8" ui w Plan issue Date: EXPANSION ANCHOR 5 W/ 6" EMBEDMENT U.N.O. Thursday, March 19, 2020 OPF OR 8 1/2" AT GARAGE �lNG "� STEP DOWN g KA PROJECT NUMBER: * * HOLD DOWN CONNECTIONS 20-1842 NOT REQUIRED @ BEARING P.T. BOT. PLATE WALLS WITHOUT UPLIFT Y Sheet: Of: S-3 TYPICAL WALL DETAILS MS18 I RETROFIT WALL OVERHANG DETAIL I N.T.S. WF39 I TRANSOM DETAIL AT ENTRY 1/2" = 1'-0" WF09 I WALL HEADER DETAIL N.T.S. *DIAGONAL SPACED AT 20'-0" O.C. MAX SAME SPACING AS BOTTOM CHORD LATERAL BRACING f `J `1 1 1' TO BE LESS THAN �' ' OR EQUAL TO 450 -'1 I i MINIMUM 2"x4" CROSS BRACING 1 (SEE PLAN FOR i ' LOCATION) BLOCKING 1 I I I I ' C I 1 I I A 1 I V y 1 � (3) 12d 1 PER JOINT w 1 CONTINUOUS LATERAL BRACING- m NAIL OVER X-BRACE AS SHOWN- INSTALL BLKG. AT TRUSS WEBS `o CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING _X-BRACING - 2x4 SPF OR SYP o w/ (3) 12d @ EACH TRUSS WEB .2 w E d a m 3 T11301 TYPICAL CROSS BRACING DETAIL N.r.s. T602 TYPICAL CROSS BRACING DETAIL N.T.s. m � VIDE 2X4 MIN. BLOCKING AT m ,TNIIIT,I OF (2)E12D ITR �{1 �'� 2 c •,S l,�� TRUSSES W/NE EENNTER "'�Q J ••• * ,r NAILS EACH END TO TRUSS TOP i �; •v 86a O RSE D a �I O USS ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING P tH WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP g r. L O • ���, • F TRUCTURAL ,`�Q G.T. SHEATHINGPACE ADD 2X4 ALONGSRIPPED 2X4 SYP #2TOP CHORD WHENAIL TO TOP CHORD 4 TO PREVENT SHE----- OF HIPPED TRUSS W/ -SPANFROMEXCEHIP 12d NAILS @ 6"O.C. MAX24" SPAN(EIG.T SIDE OR BOTH IF a m m 9 (2) 12D NAILS AT 12" O.C. MAX MINIMUM (3) 12d PER JOINT o SHEATROOF HING MINIMUM 2"x4" SPF OR SEE *SPACED A7 10'-0" MAX SYP TRUSS BRACING E PLAN ro 8 @' 8aig M',,. N m 2X4 BLOCKING �' A B I g� E 'E i BETWEEN TRUSSES HIP TRUSS u 'i Ib Ym. W SECT, A -A 6�$F a 9W 0- LLI W 13 a ¢ TB03 HIP /RIDGE BLOCKING DETAIL N.T.s. TB04 TRUSS BRACING OVERLAP DETAIL (TYP) N.rs. ."I ? ON o 0 m 46 Qag� �'"� S5 W� rn mm0 W 6 3 2CL LL 4 ° EBB CI y .9c`c 1= 'w WWWJUSEN(I.COM ❑ ❑ ❑ z TRUSS NOTES: s _ z M � Q 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING 15 APPLIED, AND 3 p. LL BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITER z VVV a MCONSTRUCTION TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS, NO EXCESS CONCENTRATION OF ANY c MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT /'� �. (0 EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BS) SHOWN ABOVE $HALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL S m /\Vial/J7 4— w F LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20',0" O.C. MAXIMUM. •U E. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION. O 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. w0 w o `/^� 5- PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT m N iv m t1�. ) o M SEE TYP. TRUSS BLOCKING DETAILS V) �'^-� SHEATHING m W N 3 TO 4 TRUSS x4 AS SHOWN LTER TRUSS SPACES LT DIREC ON L) N = Q m o RUS A t° DAMS HOMES VERTICAL SCAB 2X6 #2 SPF 48" D.C. TRUSS NAILS W/ 14) 12d TOP & BOTTOM OR H5 SEE 12iEA OR HCLR/LL IN PLACE OF (4) l0D SECTION TTRUSS C REQUIRED ®RAFTERS GREATERTHANB'A" B-B FLORIDA CONTRACTORS LICENSE NO. CRC1330146 � 3000 GULFBREEZE PARKWAY SEE Pv+N ouBLE top DOUELE PL4TE TOP PLATE SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAILS m GULFBREEZE, FLORIDA 32M PRE.ENG. TRUSS SECTION B-B 2z stuD wgLL VARIES w ROOF DIVISION LOCATION: SLOPE BEE PLANI,r PORT ST. LUCIE /. a GONV. FRAMED RIDGE MAYBE NAILED w/ MIN. \ \ m ♦ VERTICAL SCAB 2X6 42 (4112d WHEN IT LANDS 2X4 SPF BLOCKING \ Job In SPF 4W O-C. W/ (4) 12d NEXT TO PRE-ENG. TRUSS \ BETWEEN TRUSSES / \ 2y,8 BLNING.(3)1NA LED 0 EACH TOP & BOTTOM OR H5 OR \ @ 48" O.C. MAX. / / .m+ 510E w/ 2d NAILS WHEN HCLR/LL IN PLACE OF (4) 12d \ B REQUIRED w/ (2) MTS12'S REQUIRED @ RAFTERS GREATER THAN 8'-0" \ / 2x4 SPF BRACE @ 48" O.C. - NAIL w/(4) / \ o ti COLLAR \ 12d AT EACH END & N u� EVERY SHEATH[ RAFTER \\ \\ ALTERNATE DIRECTION M ,mo O 2X4 BLOCKIEEN CB BEVEL CUTS 0 (OPTIONAL) MUSSES WCONT. ® EACH ENEACH BAY EACH s az 0 TB 2X4 SPF W/ (2) #7X31/2° / / TRUSSES � ¢ C ALTERNATINDB WOOD SCREW EACH TRUSS OR HS @ 48" O.C- / / SEE PLAN '� W BLOCKING / / PREDVG. TRUSS \ / / � (7 � STRUCTURAHING CONT. ROOF SHEATHING AT TRUSS TOP CHORD ATALL HAND FRAMED AREAS TYP- \ / / > CNN N U SEE PLAN FECTION SIMPSON A34 OR \ \ / / m I•— U m (O d B 2X4 P.T. BLOETWEEN (USP MP4) O W = N TRUSSES wNAILS r4 DIAGONAL WOOD 2z8 #2 SYP RIDGE SEAM AT a o• 2'-O" ON CENTER \ \ / / a00 J co V ) EACH END muss MAX .�(..* 2x6 RAFTERS & 2'.O"O.C. / 2X4 SPF BLOCKING \ /\ �; / v ♦ Model Name/ Number: MAX. w/ (3) 12d COMMON BETWEEN TRUSSES V @ 24" O.C. MAX.w/ WALL BELTOENAILS TO RIDGE BEAM \ / \ 2X4 RAFTERS FOR SPANS LESS THAN (SEE PLANTYPE) (3)12d EA. END (TYP.) / • •\ 4 Fr ®z'o° O.C. MAX W / (3) 1oD CDNC. MASONRY COMMON TOE NAILS TO RIDGE BEAM SEE PLAN 2265 _ 2X4 CONT. AT STEEL OR WOOD ro T & B CHORD BEARING SUPPORT .o ♦Plan Issue Date: TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/2" SPACE Thursday, March 19, 2020 @@ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING SEE PLAN FOR MORE SHEATHING ♦ KA PROJECT NUMBER: INFORMATION r 20-1842 2x4 S.Y.P. T w Sheet: 4 Of. 0 N TBO6 BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.s. TB15 EXTERIOR NON -BEARING WALL DETAIL N.T.S. ROOF FRAMING 0 IAND BRACING DETAILS MaWmum Fastener Spndrg tJambc, Mead ardSill) 9 6" C THERMA-TRU INSTALLATION \\\\ KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilhng 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 11/4 EMBEDMENT INTO THE MASONRY JAMBS, rw SPA, EVEI 6" 6„ 6,h SINGLE DOOR SINGLE DOOR W SIDELITE rh, 6„ 3" 0 0 3" 3„ 3D 3" .3H ff 11 111 f I E 3" 3" 6 6 6„ " DOUBLE DOOR W/ SIDELITES 3A 7E )PACE :VENLY 11 6 SINGLE DOOR W/ SIDELITES 611 J J E 6, 3„ g" 1 6n DOUBLE DOOR LOCATION OF BARRIER TO BE V-O" IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA, CONCRETE FILLED PVC. PIPE. 0 TOP OF SLAB — — — — — — 00 Z °,II°,II° I r , Ir ° Ir I v N d cl o z i ' ti 16" MIN. DIAMETER ! CONCRETE FOOTING PROTECTION BARRIER DETAIL N.T.S. N SPACE EVENLY s µld�e Ate{ De°N 7" 5th6. SEA,, L NAIL SHINGLES W/ 11 OR 1.2 GAUGE ROOFING NAILS, 3/1" MIN HEADS, 6 PER SHINGLE, P�f U". 0 eel uT� sa ids" E �AV`GOW 3td .GODtee .�. � SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY TEXTURED, PAINTED BEHIND FLASHING LOCATIONS) EXTER. WALL FINISH ANDA E)GEMPU N DING N ABOVE 6" X S" H GALV. VERTIM RISE OF FLASHING VERTICAL WALL FLASHING WNT. AT KNEEWALL T ENTRY PLASTER BID SEALANT ROOF SHINGLES 6"X6"HGAI MSHING CON-ViT.-A I FLASHING DETAILS NOTE: THIS DETAIL IS REQUIRED FLASHRNc AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS &ROOF CRICKETS. FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION hl:9/:11I:idC�l�l BUCK STRIPS - 2x (DEPTH OF W'DOW AND/OR SGD FRAME MIN.) GLUE STRIP w/ ADHESIVE SEALANT & SCREW w/ 3/16" x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TVDIPAI 7v DI IPV INSTALLATION OF WINDOW ATTAC H M ENT N.T.S BUCK STRIPS - 1x4 (DEPTH OF WDW. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS 1/2" DRYWALL FLAT HO."TAPCON" SCREW THRU N L" ; \ THE W'DOW FRAME INTO MASONRYIII \ JAMB MIN. 4" FROM END AND MIN. 16" C.C. 1/W SHIM SPACE EXT. FINISH DRIP EDGE WINDOW SEALANT BACK OF JAMB GENERAL CONTRACTOR TO COORIDATE SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S 11/2" Ill EMBEDMENT ZX WOOD FRAME uJt7C)n SCi�EUJ BY OTHERS 08 SHEATf•41146 BY OTHERS CAULK BETWEEN FIN dSFtEATHIN6 EXTERIOR - -- 3/4" hM1YN FINISH 4ISTAP BY OTHERS PERrMIETER CAULK- 1/4"MAX. BY OTHERS SHIM SPACE O? A. WINDOW HEIGHT �xTElu©a INTERIf�R A TYPICAL FRAME OPENING WINDOW INSTALLATIONN'T.S RM295 DRIP EME. HOVIDL DRIP LUQE Al EAV S AND BABBLE OF I ANGLE ROOFS. OVERLAP TO BE A MIN MUM r 31n (16cR). GAVE DRIP EDGES SF ALL EXTEND 'In BELOW SHEATHING AND EXTEND BACK ON THE OOFA MINIMUM OF Or. DRIP EDGE AT EAVES HALL BE PERMITTED TO BE I145TALLED EITHER VFR OR VNDFR TIFF UM,FRI AYMFNT. IF INSTALLED VER THE LNITERIAYMENT, THERE SHALL HE A IINIMUM M" W DTH OF ROOF CEMENT INSTALLED NIB.. SoeWs "nursing Fin" - - &terior Find VIOLA WRrckw of _ I Wall Framing: 102Sprupe/Nne/Fir Or B Silicone UII cj L N1OX1-1i2" so" ,T Minimum Penetraaa, r,I L r ti _� Cross Sedtort view EtleriorSbeatgfp ce re "MclAg yNir h odors the bubb P, mp `"ay be pseed be k ra Inspe6m, but please re stick the. NTzp to prow-' the bicxn., fron- x. a..hei era brtEr..a,lageanr4 moc,n,caon is mmpiete. Slept Release to be sure the openpg is air to la, larger than the window She both vertrauy and borhmfally. • You may wish m predrill do installation holes in the fin at this time, tiro pinsbodiched helm Ms xowft rs, ffi menurawassanty .spaoso' Step 2 Apply a generous bead of slllcahe m the badskle of the .Mo ortng fin. Use alough slime o suf idedF/ fill all voids between the fin and the MID stretching, Rep 3 Insert the window into the opening hen the outside. The widow is labeled "'psde" and "outside, but t these labels him bent remand, the based should always be to the inede of the building, Step Install sham under the sib, ad)LangBasin until the unit B pkanb In the opening. Shins should be Installed under the sill every 2 feet. The window shoed be bai demand in the opeft With no mere than 14° gap between the window and wall honing. Step S 11111lla#10X 1-IM screw 4" from the cmntt of Me fin at each and of the head, sill and both jambs. Rep 6 InstaN the remaining fasteners in r InrHemems from the carrier aaews toile cents of"Oh frame member. tee rare not an over - tighten the Screws and pull Liam through the fin. Also, make we the screws go in Straight and do not ales to from to Now, Well framing should be a Tmnimum of #2 Spruual"Far. Fasteners should be#10 screws of suffiderd to achieve l-3/r Into the wail and no lesthan l/2"from edge ofhaming. Fastener quantities needed In each side of fin=to achieve 8" ap3El(g Step 8 If desired, a foam mahWBM an be applied m the interior gap between the wahOaw and wall hawing. If applied, drb'a" be the NON EXYANDIAG 7YPE FOAM,, Step 9 Since ten windows are typically used In rooms with high mdshiM Is; baduaome, 44 recommended gat the interior gap between tee window and wall framing also be sealed with sllimne and molar an as not on Interfere with the irstallatim of wallboard, file a trim. Step 10 Once all cunstnKton is complete, renwvedse bubblewrap from the Inside and ouWdeofMewlndpw. Ifnecesxry,deanthe cods with a Mid clebafientand warm water using anth cloth. Failure to follow these procedures will void any and all warranties. GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION AND CALL OUTS. Product Approval Submittal Affidavit Building Address: Contractor: Building Permit: Product Design Pressures Manufacture Model # Attachment Method gpproval # Roofing: 1st Choice DADE COUNTY APP. IKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. FL7006.1 R-10 W/ 3/8" MIN PENETRATION THRU SHEATHING ROOFING VENTS: FIOTida Metal FLAMCO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, Products Inc "Off -rid a vent" "FROM ED9E AN12 A" Q.C. TYPICAL MAX, FL21580.1 R-1 ROOFING UNDERLAYMENT: 1st Choice WOODLAND TYPE II UNDERLAYMENTS-HVHZ UNDERLAYMENT SHALL BE APPLIED AND FL15216 - R3 IN UST SIN #30 ASPHALT -SATURATED 0 LT ATTACHED IN ACCORDANCE WITH R905.1.1 FL 7 2nd Choice Overhead Garage Doors: Choice +30/-30 73W61st 16 x 7 20x6" 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 FL15279.36 Swing Doors: 1st Choice +67.0/-67.0 THERMA TRUCORP. FIBERGLASS 0 GLAZED INSWING 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" TAPCONS MIN, 4" FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 12" D.C. THEREAFTER. THE DOOR FRAME SHALL FL20461.1 2nd Choice +67.0/-67.0 THERMA TRUCORP. FLUSH FL20461.19 FIRERGI ASS DOOR IBE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM FL20461.2 TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. THEREAFTER. (TYPICAL ALL 4 SIDES) Siding: 1st Choice +0/-146.3 The Ta co Grou p P 7" Staggered s4 INSTALLAITON FASTERNERS ARE GALVANIZED STEEL ROOFING FL20403.17 Shakes NAILS V/2" LONG WITH 1/8" DIA. SHANKS & 3/8" DIA. HEADS AT 10" O.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL N.A. N.A. N.A. 2nd Choice SHALL BE BEYOND WALL DRESSING Windows: 1st Choice +40/30 MI WINDOWS 3540 SERIES Single Hung (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 5/8" MIN. EMBED. INTO WOOD BUCK. FOR INSTALLATION THROUGH 2X BUCK USE #8 WOOD SCREW OF FL17676.1 R9 +40/-50 MI WINDOWS 3540 SERIES Single Hung (flange) FL 17676.8 R9 3540 SERIES +50.0/-50.0 MI WINDOWS picture window SUFFIENT LENGTH TO ACHIEVE 1Vi" INCH MINIMUM EMBEDMENT FL18644.3 R3 IN W000 SUBSTRATE. Mullions: 1st Choice N1-1926 MI WINDOWS Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE FL 18504.1 Mullion IMUIllon 3/16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 1sb 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 US BL CK 625 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR FL18644.3 R3 WITH MIN. 13A' EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NDT 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" BEADEDVINYL 11/2" NAILS SO" O.C. IN FL16503.4 R3 Hurricane Panels: 1st Choice 46 PSF EXT / HURRICANE STORM 24" Ga. Galvanized DIRECT MOUNT. TOP s/4"-20 MALE PANELMATE W/ FL16293.1 46 PSF INT. PANEL MFG. INC. Steel Storm WINGNUTS AT 121h" O.C. BOTTOM L/4"-20 SIDEWALK Panels BOLT W/ POWERS CALK -IN I have reviewed the above components of cladding and have approved their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: FI. # 56126 Name: TODD M. BORN Certification Number: FI. # 82126 Name: Luis Pablo Torres Certification Number: FI. # 87864 atenetefrAJ '. 41 �iii • J�NSE F G� Q'•. F,L 0,P,•r4� SICjCa o �A �tleldl I111%T Ell i p N N D h0 2 al W N W ye tS 00 I ECU r.IOrO, IJL - g� ph N`s "ra LLIiI w N w e- 111,03 OaV;:1 ao:¢ aa� Qa� o o o %W a L Z5�^ � e "a o a o il rib H, W v t e6 avww.FDSENa.con+ ❑ ❑ ❑ to Z N O Z m o Z m N r � J V I —s Z o i `bn v c� iJ — y,a p W O V) c m I(!1 ro Xs t� ~ �m W o`0 8 F = W N CJ IQ :00 1 MA .1 0 ao FLORIDA CONTRACTORS UCENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Jab Information: a >- o Ofr LL N m O m 0 I"' Y z U0 0 E c N CV 4 011 w E v a) m z m im ¢ p a: a 0 J W a 00 P J m (n to rn 7V Model Name /Number 2265 o � Planlssue Date: d Thursday, March 19, 2020 VI KA PROJECT NUMBER: Y 20-1842 op Sheet: Of: S-5 N bp L MATERIAL 8 REFERENCE INFO (PSL) LY N AS NECESSARY INCORNERS FOLD UPWEATHERBARRIER THESE DETAILS ARE GENERIC AND MEANT TO SHOW NECESSARY IN CORNERS THROUGH . , RESISTIVE BARRIER & WEATHER RESISTIVE FLASHING REQUIREMENTSSELF-ADHERED FLASHING TEMPORARILY SECURE BARRIER GENERAL FLASHING ANDWATERPROOFING METHODS DOOR ROUGH OPENING - WEATHER TO BE USED. R703.1 General. Exterior walk shall provide the building with a weaMer-resistant exterior wall envelope. The exterior �RESSITIVE WINDOW UNIT wall envelope shall Include flashing as described In Section R703.4. A Water-reslstve barrier Is described as a BARRIER WOOD FRAME CONSTR. material behind an exterior wall covering that is Intended to resist liquid water that has penetrated behind the exterior - TAPE s EXTERIOR SELF -ADHERED FLASHING Ar 3/4"-t"BEAD OF CONSTR. SLOPE covering from further intruding into the exterior wall assembly. An exterior wall covering is described as a material or SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER 0.3 in: 12.0 in SELF -ADHERED FLASHING assembly of materials applied on the exterior side of exterior walls for the purpose of providing a weather -resistive OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN (0.6 cm : 30.5 cm) barrier, Insulation, or for aesthetics, including but not limited to, Veneers, siding, exterior insulation and finish systems, WALL BY 6IN. UP JAMB 6. USE LIQUID NAIL BRAND PRODUCTS DETAILS architectural trim and embellishments such as cornices, Soffits, and fascias. OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 WEATHER SELF -ADHERED FLASHING EXTERIOR for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such RESISITIVE CEMT, FIN. TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND felt of material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 Inches BARRIER SEAL TOPS OF JOISTS ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 (51. mm). Where joints occur, felt shall be lapped not less than 6 Inches (152 mm). The felt or other approved material UNDER DECKING' SUBFLOOR shall be continuous to the top of wale and terminated at penetrations and building appendages In a manner to meat the 16 SELF -ADHERED FLASHING (SEE DETAIL WP07) requirements of the exterior wall envelope as described in Section R703.1. '5 WIRE LATH R703.7.3 Water -resistive barriers shall be installed as required In Section R703.2 and, where applied over wood -based HEAD FLASHING TIE-IN INSTRUXTIONS: Detail Instructions sheathing, shall Include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of 1. Cut, fold up &temporarily secure weather RIM JOIST Grade D paper. The individual layers shall be installed Independently such that each layer provides a separate resistive barrier above header to allow for flashing installation Refer to the number marked as ® in each detail that corresponds to the continuous plane and any flashing (Installed in accordance with Section R703.4) Intended to drain to the water -resistive :2 2. Self -adhered flashing plus head flashing under weather BUILDING numbered items in the list of instructions below: barrier Is directed between the layers. Y resistive barrier PAPER 1. Install self -adhered flashing in order as shown by numbers ° 3. Fold weather resistive barrier back over head flashing and t t Exception: Where the water -resistive barrier that Is applied over wood -based sheathing has a water resistance equal to 0 seat with tape O 2. Install flashing and weather resistive barrier to form water shedding laps Or greater then that of 60-minute Grade D paper and is separated from the stucco by an Intervening, substantially 2 2 2 3. Self -adhered flashing can be substituted for building paper nonwater-absorbing layer or designed drainage space. € 4. Split the release paper using the ripcord (Split release on demand, FL Scale: NTS R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of c embedded in the adhesive layer) - for ease of installation and to minimize water Into the wall cavity SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING ^ y w penetration of water to the building structural framing components. Self -adhered membranes 3 FLANGED WINDOW W P 01 IWPO2 FW PO K scoring cuts used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER VVV building wall with a sealant corn 5. Remove all release paper per standard installation instructions and plying with AAMA 12, or then C820 Class d Grade NS or greater for proper Joint R 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. n Fluid -applied membranes used as flashing In exterior walls shall comply With AAMA 71.4. The flashing shall extend to the w RUBBERIZED ASPHALT surface of the exterior wall finish. Approved corrosion resistant fleshings shall be Installed at the following locations: Is EXTERIOR SHEATHING RUBBERIZED Minimum) EXTERIOR SHEATHING 3/4"-t"BEAD OF CONSTR. INSTALL SELF -ADHERED ASPHALT ADHESIVE 6. Fold as shown by arrows g ADHESIVE TO BE APPLIED UNDER FLASHING JAMB 8 HEAD 0 THRESHOLD OF DOOR AND RETURN FLASHING, SEE ADHESIVE 7. Angle of Corner may vary, adjust folding of the flashing accordingly to fitUP JAMB i. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the tt.t,tM; SELF -ADHERED FLASHING g Y Y J 9 9 9 Y REFER TO TECHNICAL OR EQUAL WEATHER PROOF CAUID NAIL ULKING (SEE DETAD FLANGED ILI WPOW tight to comer Mechanicallexterior y attached flexiblenish or to the aflashingsive shall comply wrrier ith AAMA Sectionng with2. Flashing at exte for window aent lnd floor openings o'9xW�e.• .i "` R` , r"i LETTER ON CHEMICAL 8. Mechanical) fasten as necessary c y y shall be installed In accordance with one w more of following: w^ �:^' _ "s SCORED g: E . R' i c . O COMPATIBILITY RELEASE PAPER E .: Q •� A. •`. �. N 1.1 The fenestration manufacturer's installation and flashing Instructions, or for applications not addressed In the SELF -ADHERED SELF -ADHERED FLASHING, v (BEFORE FOLDING, SCORE fenestration manufacturer's instructions, In accordance with the flashing manufacturer's Instructions. Where __ RELEASE PAPER TO EXPOSE g provided, pan flash) shall be Installed at the sill of exterior window and EXTEND A MINIMUM 6" flashing Instructions or details are not rovlded z ^ s FLASHING VERTICALLY OF FROM AOHEs(vEAs sHoww door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive baffler for subsequent drains Openings using pan flash) 3 -0` ••, "� `f THRESHOLD 4 ge, flashing shall z y ' MECHANICALLY FASTEN AS Incorporate flashing or protection at the head and sides. ,p �` \G•' \ 4- SECTION -A NECESSARY IN CORNERS THROUGH (SEE DETAIL WP02) SELF -ADHERED FLASHING J-2. In accordance with the 1.3. In accordance with other dpp/OVed methOding design or mscthod of a registered design professional. +•ar���je� a 3 yi% N SELF -ADHERED 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 w '0 AJiJJ SJ, FLASHING OO V\\ FMA/AAMA/WDMA400. p F V1 2. At the Intersection of chimneys w other masonry construction with frame w stucco walls, with projecting tips on both z SELF -ADHERED FLASHING 5 sides under stucco copings. w NAILING FLANGE v t © 4 3. Under and at the ends of masonry, wood or metal copings and sills. o 2 SEAL TOPS OF JOISTS 6 DO NOT FLASH OVER - 8 UNDER DECKING 4. Continuously above all projecting wood trim. E u BOTTOM NAILING (SEE DETAIL WP07) 2 7 E 1 of 15 S FLANGE CIO S. Where exterior porches, decks or stairs attach to a wall or floor assembly of wooddrame construction.to m g w pg a a hn N 00 A /„� S. At wall and roof Intersections. Q # 4 # S HALF ROUND WNDOWG WPO4 EXTERIOR DOOR WTHDECK IWPO5 SELF-ADHERED CORNER HING WPOV 7.Atbuilt-in gutters. ONmm ��� 3m"FA tl,E .-Z g m_m D�9„ W ° psi lfl SELF -ADHERED FLASHING - " o ."' B< U s a DECK PROTECTOR 8 m G 4 F a w 2 �z z o ._ _...._ SHEATHING y "� 0 3 ~ v M 5" ,' all tea ¢ m O ro 7/8" Cement Piaster s s g UM Z N m e a in accordance with In/ accordance with 8" Cement r m v F9 ASTMC926 ASTMC926 SELF -ADHERED FLASHING PATCH ' ` ..... I°- a www.FNENG.CON ❑ ❑ ❑ Felt backed metal Felt backed metallathe in g accordance lathe in accordance SELF -ADHERED FLASHING with ASTMC 063 with ASTMC1063 Z N \�. DECK PROTECTOR .: r` N - o BuildingPaper P Building Paper 5 Q) z a c 7/16" O.S.B. '' 7/16" O.S.B. a IT: sheathing sheathing 3 Y IJ DOUBLE - /: - n l SINGLE JOIST ',' ' .. E Z o IP sJ1 Metal Keep top edge ' v) U ¢ �LI� JOIST SELF -ADHERED FLASHING a _ of wee screed v SELF -ADHERED FLASHING 1 ' Flashing .. P N � W 'W . - C) h- 2 below [O of r 3 1/2" P U o E 2 block � ., c 3" MIN -. - Unperforated)� Vulcum 4 FlangWeeps Screed cauk bottom o �'j Ln O 5 Wee Screed joint only 2 rmn Maintain U N E Bottom of Metal Flashing " a O �3 3-1/2" Unperforated `s - v SELF -ADHERED FLASHING SELF -ADHERED FLASHING ^ APPLYA LIQUID FLASHING TO THE MASONRY OPENING (HEAD, JAMB, SILL) IN Weep Screed art" - x Q Flange 7/8" Weep Screed U ov 1HO.8362x;DECK JOIST W P07 OUTSIDE CORNER W P 08 ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE W P09 1 1/2 to 2 _ c n V s INSTALLATION OF THE BUCK/RECEPTOR. Above Roof 1/2" Cementitious ' a m 6 m 44 Sheathing Decorative Finish DAMS HOMES o • • o, All inside and EXTERIOR WINDOW UNIT ,••,e• outside over will FLORIDA CONTRACTORS LICENSE NO.CRC3330146 need to3000 GULFBREEZE PARKWAY CEMT. FIN. Cement cut and caulked all H GULFBREEZE, FLORIDA 32563 butt joints need BUILDING PAPER accordalnceer o, 5 • ' a SLOPE becaulked using10 in 0.3 in: 12.0 in SLOPE with ASTMC926 Vulcum caulk for all I`- DIVISION LOCATION: 0.3 in: 12.0 in cm : 0.6 30.5 cm 0.3 in :12.0 in over wood 2nd PORT ST. LU CI E ( ) -- (0,6 cm : 30.5 cm) (0.6 cm: 30.5 cm) floor ��� � � Job Information: SELF -ADHERED FLASHING €o WIRE LATH a SELF -ADHERED FLASHING EXTERIOR "a N CEMT. FIN. LJ� BUILDING PAPER v O WIRE LATH SELF -ADHERED FLASHING 1/2" Cement IS Plaster Finish S D 0 c WIRE LATH BAlock ck W 21/2" Perforated '' °• Flange 1/2" Weep o m m BUILDING PAPER N N 3 E BUILDING PAPER Cement o, Screed 0Z m 'a Plaster (� cc) over block O J W Z) N o EXTERIOR lstfioor N J 00 LL .. .. Slab Install bottom Model Name /Number: WINDOW UNIT CEMT. FIN. edge of weep screed 1" below F 2265 finish floor � V Plan Issue Date: m OPTIONAL DETAIL Thursday, March 19, 2020 OmVI KA PROJECT NUMBER: 3 3 ONote: 3 The building paper and metal lath Y 20-1842 WP 10 SELF -ADHERED FLASHING KP1 SELF -ADHERED FLASHING must be Installed Over the top Of WEEP SCREED DETAIL Sheet: �� Of: CEMT. FIN SH WINDOW HIEAD CEMT. FINISH WINDOW SILL CEMT FINISH PARAPET WALL W P 1 2 the Weep Screed. SCALE: NOT TO SCALE 0 WATER PROOF DETAILS 5" bath duct to roof cap w/70 cfm fan 0 DBL 25ISH ? ,N iN OWN-R'S BEDF'OOV O ,w 8'-0' c_G 185 14x8 lwcd I JI 8x4 lwcd 8" 120 2 18x18 rag '16" 18x18 rag 8x4 1wc 5 7' 'S BA.TI�C V' a 10x6 lwcd\ �.. 35 5" bath duct to roof cap w/70 cfm fan NJ 11 2'-10" ^_ANAI 1668 �i rc BATH 345D SH 1 OX6 1 00 TEMP. 35 (2) 3050 SH _. 2868 % BFEAKF, ST " 45 10x6 1wcd .. FAMI Y ROOM Hg� 200 14x8 lwcd 8 10" `z — 4 14" 2468 Lj;;: Tb65—SHGF TG 9'-C" roI Eu 8" � FOYER o � 110 1Ox6 1wcd �i ' 1 D'-0" CLG I A CJ ' INING ROOM 10 CLG IVING RO.O_M a INVERTS; Hh TO 10'- J48 CH� (2) - 12-' SIDELIT�gI � ..I RANSOM ABV. •F DBL 26 SH - MET. T'HLD �� ',�./ fEANS. SEE ELEV. <B1m3 ENTR'T" . } a 4" dryer duct to roof cap _ BL 25 _H - TP.S ASV w/dryer vent box _ROOF 5" bath duct 25 SH I 0 D-DROOiV 4 -0' CLG we „ 105 6 10x6 lwcd 10x10 rag 8" 1 1 ra 8" ,08 _ \J10x10 rag 10 6" BEDROOM 3 KI, ;HEN � ' 0 8'-0" CLG 10'-0°' Lc 60 10x6 lwcd 1Ox6 lwcd 75 6" 10x10 /24 8 fbrog I �- 45 aJ o' 8x4 lwcd 8x4 1wcd UTI'_IT 10 I FI] �, W.H. to roof w /fan —light Ca p NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS Transfer ducts/grills sized in compliance 70 cfm with Florida Residential Building Code—M1602.4 balanced return air. EXCEPTIONS 1-3 AREA CALCULATIONS' 1st FLOOR 2281 S.F. TOTAL LIVING (AC) 2281 S.F. GARAGE 476 S.F. COVERED ENTRY (BASE) 5' S.F, COVERED PATIO/LANAI 186 S.F. TOTAL AREA UNDER ROOF 3000 S.F. Ox10 rag 70 1Ox6 1wcd BEDRC)OM 2 l 8'-0" CLG J ATTIC ACCESS LOCATE IN FIELD 22" X 36 MINI 2 CAR CARAGE 8'-0" CLG R /SH 3.0 TON W/5KW @240V 1PF 18x13 Alen platform by bldr scale :1/4"=1'0" 5" bath duct to roof cap w/70 cfm fan PRIMARY A/C LOC. AS PERMI'TED BY LOC --RDIHANCE 42X42 A/C SLAB BY BLDR MIN 2' FROM WALL , FLOOR EILA.N ELEVATION ''A" & "B" Must have a minimum clearance of 4 inches around the air handler per the State Energy code. All duct has an r=6 insulation value. 9.9 Rating 5 s S O O �- v `; - s Z m U) LU LU 11X F- W C/) z w 0 0 N ry W �L � oQ < Lo _j CV � m Z 0 Q N CV O I U) m LLl • • > Z Z r Ll l �( J Q m I Q O Q af M� W //LJ� L � �,/�n� V J 0 id