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Home My WebLink AboutBuilding Plans5" bath duct to roof cap w/70-cfm fan 42X42 A/C SLAB VERI Y BY B L D R M I N LnrATBUILDER ON Wi LDeR 2' FROM WALL ulLa i 25 S.1 �_..' I PR_CA5 .ahV P 84ss" — —.— —.— — — — — —'— — — — — 'EGRESS — — — — 2LQRQQM #2 LON OMER'S B Ye?ULI EU'_ULIHG VAULT CEILING D.RODY, VAUL7EDC (LING` — 115 14x8 F\.— 1 w)sd 2x `tNT.' DBE aS SH ! !. N1 3::. , e cLa, _. zasa 14x8 1 wcd - 1 95 Rti1R�1S�I :r r 0, •': ':.:.:.:. 16x16 ra 1.6x16 rag w 1414 rag! ' FTING ViR %Ihs'NA11 I - I 10x1 G BEDROOM it C - VAULTED GO f 10x 1wcd r 65 6" W Q I in 24x18 fb DININGAW-TruR0011 f� I ,o n 14x8 1 weal; C: 155 J ; ' -s A I I I I 7„ f 13EW 12xil2 ra _ VAULTED CEIL _- ADD INVE-F E i HIP eU B ELE in 12x6 wcd 125 ! i SEE ELEVATION"r'>OR 11 f �� r_N1INGDW Sl7Ehb"F1'LE ;��` IBM ' e 3.0 TON W/5 W @240V 1 H 18x13 plen scale :1/4"=1'0" platform by bldr-� ! 14 8 lwcd C' �- RI 215 < . I I ! - ie rag' - 8" NN 2x12 rag f TR 10• i HUI--C BUILDER: MUST PROVIDE UNRESTRICTED JDERCUT BELOW DOORS TO HABITABLE ROOMS ucts/grills siz d in compliance a Residential Building Codb-M1602.4 •eturn air. IS 1-3 45 14" V NTH VAU TED CLG, r -_i LIU- I - - .HE M' Y LItD C.Li-z. 6 I J I 5 bath duct to roof cap w/7d cfm fan 14x8 1wro t 7 4 - ' 4" dryer diuct RE�6. to roof calf j1 w/dryer vent box 10, CIL 1 8x4 livcd 14 ' :`• a p '„ J 45 --- p 2W8 in $07 IMP Di t ------------- PRF:PLUMB 1_r. PULL ON'E-rAIRa" � 2 GA. GARAGE , & LEILIN6 LINE OF GARAGE DOOR ' --r - —. - --- -- G.r �r FV .B:C ONLY) — — - r--- _5 FLOOR PLAN WALE.. 14' =1'-O' ALL ELEVATIONS I, 0 z LLJ 4M 4 . 0 J Lu r J t�l to {If) \' M6tfed Name! / NunN]d'; 1JB20 AREA CALCULATIONS W*a*&%y, NM*MbW B, 2019 1st >;.(Xdt ssao 8.F. u IKA PROJECT NUMBER: !V IWO s.f. 15-7923 t1ARAex 398 S.F. m sheet. Of CCVHaD Ertl KY M 58 SF_ ae i'%1vmm DA7gl1J" 131 SLF. FLOOR PLAN TOT AI. AMA UNDER ROOF 24M S.F. Rating U S O O O S � 11 T O_^^ VJ w W CY- Q LJ � z LU LLIJ Q ® Q I Q m Z 00 \C) 0 I LU >_ Z ® z r� LU Q l m D J O D <( �< LL m IL_j U) C) 0 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. STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA INDEX OF D� ; ;` TERMITE SPECIFICATIONS: DRAWINGS R318.1 CAST IN PLACE CONCRETE CODE CRITERIA TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, SHT NO: TITLE OMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS) A SLUMP OF 5" L \ BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE. FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE 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. ALL CONCRETE SHALL HAVE A MINIMUM C PLUS OR MINUS 1", AND HAVE 2 TO 5%AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF0.63. 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. I 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6% OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LBS OF FIBER PER CUBIC YARD. 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM A615/ A615M GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL FLORIDA FIRE PREVENTION CODE 6TH EDITION (2017) FLORIDA BUILDING CODE ACCESSIBILITY 6TH EDITION (2017) NFPA 7414, NATIONAL ELECTRICAL CODES (NEC 2014) & 6TH FBCR Ch. 34-43 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 31844) SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301.10) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2015 EDITION REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY WOOD FRAMED CONSTRUCTION MANUAL 2015 EDITION 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 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. 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 ACCORDANCEII EXTERIOR COVERING MASONRY WALL CONST. WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (B) LOCAL STATE AND FEDERAL BODIES R703.7 EXTERIOR PLASTER. INSTALLATION OF. THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C 926 AND ASTMC 1063 AND THE PROVISIONS OF THIS CODE. 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 C270.12A. 3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS DEFLECTION CRITERIA EXTERIOR WALL LATH ATTACHEMENT LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION RESISTANT MATERIALS EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED TO WOOD SHEATHING WITH 11/2" LONG, 11 GAGE NAILS HAVING A OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT AMAXIMUM SPACING OF 192 DIAOR 10Fr, WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. ROOFTRUSSES*. ROOF RAFTERS ROOF RAFTERS (W/O CLG) LL/360 LL/180 LL/360 TL/240 TL/120 TL/240 COMMMENTS; 7/16" HEAD OR 7/8" LONG. +6 GAGE STAPLES, SPACED NOT MORE THAN 6 INCHES ON CENTER VERTICALLY 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 FLOOR TRUSSES/ BEAMS ** FLOOR WOIST*** LL/360 LL/480 TL/240 TL/240 AND HORIZONTALLY (REF. 2017 FRC R703.7.1). *TL MAX 2" UP TO 4OFT SPAN **TL MAX 3/4" *** TL MAX 1/2" 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 NOT LESS THAN TWO COATS WHEN APPLIED OVER MASONRY, CONCRETE. GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. 8. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. 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 CONSTRUCTION SHINGLE METAL TILE HEAVY W0066ASED 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.. ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLE END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. TOP CHORD LL TOP CHORD DL 20 7 20 7 20 15 20 25 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. 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 IN THE ENTER OF THE STUD UP TO I" DIA. SHALL HAVE STUD PROTECTION Y ME INTERIOR FARING WALL STUDS THAT HAVE HOLES C 0 3. AN WOOD FRAME B SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. BOTTOM CHORD LL* BOTTOM CHORD DL 0 10 0 10 0 10 0 10 TOTAL (PSF) 37 37 45 55 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. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. 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 • 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. - 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24FV5 LAYUP 1.7E Fb=2400 PSI MIN. 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: ROOF DECK: PLYWOOD C-C/OD, EXTERIOR OR OSB FLOOR SHEATHING: T&G A-0 1 GROUP 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 GENERAL FLOOR LOADING TOP CHORD LL 40 (PSF) COMMMENTS: A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED 10 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL PLAN 5 ELEVATIONS o 6 TRUSS LAYOUT < S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS o S-4 DETAILS y S-5 PRODUCT INFO SHEET € WP WATERPROOFING DETAILS M-1 HVAC d i 5 ��`�5 : ' t NSF• 4 �ii E • 878G4 * N N e to z :X N S ATE OF ccp141 41 U. rr m a E 5� 'H 01 00 y �� DNN01 LL LL LL TOP CHORD DL PST) w gg a 0 m PRE ENGINEERED WOOD TRUSSES BOTTOM CHORD LL 0 (PSF) SEE FLOOR PLAN FOR ACTUAL PRESSURES < �I gji m ;six. - 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 m Y2 0 a,"�m °• w £ 5 Ems..1 ¢¢m O STRUCTURAL PLAN �'� ZLL w m o o 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS SPECIAL FLOOR LOADING . = o 0 -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. s WOE V 8 W E H M m M m 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO GAME ROOM 60 (pSF) COMMMENTS o g -' 2 WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. BALCONIES/ DECKS 40 (PSF)a optO 6 p N 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) _ a a g Z 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) 5 ; s"s THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. - Te * WNW.FDSavG.DDM � � El 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. LIBRARIESa 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. READING ROOMS STACK ROOMS 150 (PSF)0 (PSF) w O o SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, � \///��'' `) ? M "� ,hND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH. SUBMITTAL SHALL BE SIGNED GUARD RAIL ® HAND RAILS (d) 2DO (PSF) a z 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) - - { z -No. S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS.. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) Q SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 (PSF) Ja io `_-- STAIRS 40 (PSF) UPLIFT CONNECTORS FOOTNOTES z 0 d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG V 0 ¢ 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED THE TOP. 8 - - TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD f. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A w 4` NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR - - o '0 E HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. - - - E MORE INFO. U w n (' I FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: N 0 UW N It is the intent m E �REIEMENT LOCATIONS. of Desl net WITH 7". EMBEDMENT. SIMPSON "SET"EPDXY FOR C.M.0 W En inset listed in the titleblock of theseo 1. MISSED "1" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS 1. ALL EXTERIOR WALLS SHALL gE ASSUMED TO BE LOAD BEARING. SEE PLAN ALLg / g 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 HAVEOVER THE PLAN. documents that these documents be accurate, providing Licensed c '_' �PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR C SHOWN. Professionals clear information. Every attempt has been made to '; , 0 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 5" 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 y, °»' ' - U w o 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 R308 OF THE FLORIDA BUILDING CODE review all the information contained In these documents, prior to ' c INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 6TH EDITION (2017) RESIDENTIAL. °" the commencement of any work. The Designer/Engineer are not H a i ° m 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 °0 DURING BOND BEAM POUR. CONTROL OF CONSTRUCTION SITE: undetected and not reported to the Designer / Engineer prior to I t*A\oAms ii4oms 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. construction. All construction MUST be in accordance to the TO FOOTING). KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE information found in these documents. Any questions regarding the " -- CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY A SUBSTITUTED WITH (1) MI6 FOR MTSMS6 TWIST STRAP 20 (4) F C 234E STRAP TO information found in these plans should be directed to our Quality � FLORIDA CONTRACTORS LICENSE No. cRc1330146 RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE � MASONRY AND ACTOR NAILS TO TRUSS FOR UPLIFTS LESS THAN /4" LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN TENS O. IF CORNER STRAP IS Assurance Manager at 321.972.0491 Immediately. No backcharges 3000 GULFBREEZE PARKWAY TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 11/2" SDS SCREWS AND (5)1/4" x 2 1/4" TITENS ONE EACH SIDE OF TRUSS. PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED TO, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER will be considered for reimbursement by the Designer/Engineer 6 NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON. without advanced notification and approval by the GULFBREEZE, FLORIDA 32563 Designer/Engineer. Payments will be made in accordance to the a MISSED, CONTACT THE FOR FOR SUBSTITUTION. terms of the agreement. r DIVISION LOCATION: 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON H1T5 w/ (26) PORT ST. LUCIE 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 S Job Information: FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. MASTER REVISIONS M � o rro DATE DESCRIPTION E�\\DAMS - 0) z LU - Of Northwest Floridan E y m 0 (p G7 G N a ei u7 3 m 0- Ui N z 1-'�U d rl 1 J W `nn �°1 CO(n (/) ® [� D �� ® Model Name / Number: 000 ULFBRE� r AR AY GULFBREEZE, FLORM e 2 yy 1820 _ 4 WED FD VIEx Plan Issue Date: CODE COtApLIA t E a Tuesday, February 25, 2020 ■ im KA PROJECT NUMBER: M012)�E�L 1820 LU B`OUN OCG 20-1.406 m Sheet: N z COVER SHEET �n. WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY If BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS SOFT ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT15 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA ® O W 27.6 (+) 27.6 10 (-) 29.9 - (-) 37.0 (+) 26.5 (+) 26.5 20 (-) 28.8 034.4 O 50 (+) 24.8 (+) 24.8 O *O (-) 27.1 (-) 31.1 I Q YYY (+) 23.4 (+) 23.4 100 (-) 25.7 (-) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x 7'-0" 16'-0" x 7'-0" (-) 51.3 (+) 24.3 (+) 23.3 (-) 27.5 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY W/IN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA, CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. 160 MPH OPENING PRESSURES ENCLOSED - EXPOSURE B Q +27.6 / -29.9 B +27.6 / 37.0 BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT MARK SPACING TOP BOTTOM SPECIES CAP.(pIQ BW1 16" (2) led TOENAILS (2) led TOENAILS SPF NO UPLIFT BW2 16" SP2 W/ (6),10d SP1 III SPF 402 STUD, (6)10d PLATE STUD, (4)10d PLATE BW3 16" (2) SP2 W/ (6)10d (2) SPS W/ (6)10d SPF 803 STUD 8 S8d PLATE STUD; 4 30d PLATE BW4 d6" (2)16d TOENAILS (2) led TOENAILS SYP NO UPLIFT BW5 SP2 W/ (6)-10d SPi W/ (6)-10d 16" STUD, 8 10d PLATE STUD 4 10d PLATE SYP 439 BW6 (2) SP2 W/ (6) SOd SP1 W/ (6),10d SYP 876 18" STUD 8 10d PLATE STUD, 4I 10d PLATE BW7 12" (2)led TOENAILS (2)led TOENAILS SPF NO UPLIFT BEDS SP2 W/ (6}10d SPi W/ (6)•10d 12" STUD, (6) SOd PLATE STUD, (4)10d PLATE SPF 535 BW9 12" STUD, (6)10d PLATE STUD, (4)10d PLATE SPF 1070 BW10 1 12" (2)led TOENAILS (2)16d TOENAILS SYP 0 SP2 W/ (6)-10d SPi W/ (6}10d BW11 12" STUD, 6 10d PLATE STUD, (4)10d PLATE SYP Safi BW12 12" gTUOP (6)10d PLATE STUD, (4) lOd PLATE SYP 1170 913 NOT USED 2x TOP PLATE TOP OF WALL ,.y/---DOUBLE SEE PLAN MASONRY WALL OR ICIF WALL. SEE PLAN 2x STUDS PER DOUBLE 2x HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WFO9/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH EE MSO3/S1 FOR NO UPLIFT CONNECTORS BRG WALL TO INDICATED IN WFO9 CAN MASONRY WALL BE IGNORED. CONNECTION INFO 2x 10 SPAN BLOCKING CONNECTORS W/ (2)12d TOENAILS 0 TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN 8 A' SCHEDULE ABOVE F.F. BEE FOUNDATION _ PLAN FOR MORE 2x P.T. W/1/2A.B4932 OC W/ 7' INTO EMBEDMENT OR 1/2- A.T.R. W/ SIMPSON SET W/ SW= SHEARWALL MIN. 7" EMBEDMENT PAST STEP DOWN. : REQUIRES MIN ALT.: SIMPSON 1/2" TITEN HD ® 32" O.C. ` T/18° OSB PLYW'D IN REND AND EDGE. SEE GENERAL NOTE EMBEDMENT BRG. WALL DETAIL W/8tl NAILS ATDANDE GE. GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. 3. CONNECTIONS TO 6E INSTALLED TO EACH STUD AS INDICATED 4. SP4, SPS AND BPS CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SPi AND SP2 INDICATED IN SCHEDULE ABOVE CONNECTION TO IGNORED. SEE C S. IF"BED"IS INDICATED ON SECOND FLOOR BASE CO T FOR PROPER CONNECTIONS FOR 2nd FLOOR TO WFOB/53.1 OR INDICATED DETAIL E FIRST ROOK CONNECTIONS. (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) 8. IF S INDICATED THE WALL IS CONSIDERED A AND REQUIRES MIN.. 16- O REMAND 7/18" OSB PLYWOOD W/ 8d NAILS AT 4" O.C. IN FlELD AND EDGE TO (1) SIDE OF WALL 7. ALL 2x EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE 8. IF THE BEARING WALL IS INDICATED WITH THE EVIL BW4, BWT, BWSO THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOE NAILED TO THE PLATE AND THE 2x PLATE CAN BE ATTACHED WITH HARD CASED NAILS (GUN NAILS) AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 9. SP1/SP2-DRIVE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD.10d= 0.148" DIA, x 3" LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPUFT(Lb) C1 (3)2x4#2 SPF (4)-16dT DTr2Z W/ 1/2' WEDGE C2 (3) 2 x 4 #2 SPP ANCHOR* & (8) 1/4- X 11/2' 2145 SDS SCREWS C3 (3) 2 x 4 SYP #1-OR- (4) - led TOENAILS 0 DTT2Z W/ 1/2" WEDGE 2145 (4) 2 x 4 SPF #2 ANCHOR* & (8) 1/4" X 11/2' SDS SCREWS C5 ❑4 x 4 P,T.#2 ABU44 W/ 5/8" ATR** G = 6665 U = 2200 SYP POST & (12 -) led NAILS 6 x 6 P.T. #2 ABU66 W/ 5/8". ATR** G =12000 SYP POST & (12) - led NAILS U - 2300 8x8 P.T. #2 ABU88 W/(2)-5/8"ATR** G=24335 C7 SYP POST & (J8) - Ted NAILS U = 2320 3.5 x 3.5 P.L. S,SE Fb=2400 PSI HDU5SDS2.5 W/ (14) 1/4" x 21/2" SDS WS & 5/8" EPDXY 5645 (WOLMANIZED IF EXT.) ANCHOR, OR ATR** 3.5 x 5.25 P.L. HDU5SDS2.5 W/ (14) 1/4" x S.SE Fb.2400 PSI 2 1/2" SDS WS & 5/8" EXOPY 5645 (WOLMANIZED IF EXT. ANCHOR, OR ATR** C10 9.5 x 7 P.L. 1.SE.Fb-2400 PSI HDUSSDS2.5 W/ (20)1/4" x 21/2" SOS WS & 7/8" EPDXY 6970 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** C11 5.25 x 5.25 P.L. 1.8E Fb=2400 PSI HD SDSDS2.5 W/ (20)1/4" x 21/2" SDS WS & 7/8' EPDXY 7870 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** 7 x 7 P.L. HDU8SDS2.5 W/ (20)1/4" x C12 1.8E Fb=2400 PSI 2 4/2" SDS WS & 7R8" EPDXY :7870 WOLMANIZED IF EXT. ANCHOR, OR ATR GENERAL COLUMN NOTES 1. SEE FLOOR PLAN FOR WALL WIDTH. SAID PACKS TO MATCH WALL WIDTH UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 LINO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL WF37/S3 4. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2" ATR 6" EMBEDMENT FOR 5/8" ATR 8" EMBEDMENT FOR 7/8" ATR 5. IF (C] COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED GALL OUT ON PLAN FOR ATTACHMENT) 6. SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALLAM COLUMNS (LBE) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL DIA. / LENGTH PNEUMATIC GUN COMMON vs. GUN APPLICATION NAIL DIAA ENGTH NAIL SPACING ad 0.131" X 2 Ys' 0.131' X 21h' SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS SOd OR 12d 0.148" X 3" 0.131' X 3" SEE PLAN BLOCKING & TOE 0.148" X 314" 0.131' X 3 AA' NAILS & TOP PLATE 12d 0.148" X 3IA' 0.131' X 3 U- e' O.C.(COMMON) STUD WALL 6- O.C. GUN NAIL CORNERS 10d 0.148- X 3" 0.131- X 3- W O.C.(COMMON) STUD PACK 6" O.C. GUN NAIL COLUMNS ISO 0.162" X 3 44" 0,131- X 3 44" (2)16D(COMMON) . SEE PLAN (3)16D ( GUN NAILS) HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 42 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET O(2) - 2X8 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET O(2) - 2X10 #2 SYP SEE GENERAL HEADER NOTE #5 ! W/ 1/2" FLITCH PLATE THIS SHEET H4 (2) - 2X12 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET 2-1314"X 111/4 O ATTACH TOGETHER W/(2)ROWS 1/4"X31Y1' H5 LVL 2.0E Fb=2600 PSI SDS WD SCREWS W 16" O.C. TYP. EACH SIDE'1 (2)-1314"X 91/4 ATTACH TOGETHER WI(3)ROWS 1/4'X31/2' HB LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 16' O.C. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS& STUDS REQ. AT OPENINGS 2z4 WALL 2x6 OR 2X8 WALL OPENING JACKS KINGS JACKS KINGS SIZE EA END EA. END EA. END EA. END V-O--3'-11" (1) (2) (1) (2) 4'-0" 9'.0' (2) '(3) (2).. (2) 10'-0" -16'-0" (3) (4) (3) (4) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE 1st FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS UNO ON PLAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/S3 5. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12" o.c. ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER. 6. FASTEN ALL HEADERS TO KING STUDS WITH (3) 12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. BEAM SCHEDULE MARK -BEAM SIZE CONNECTIONS (2) - 2 x 8 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) OSB FLITCH PLATE. NAIL SIMPSON LSTA18 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS ®12" OR (2) SIMPSON HETA36 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2)-2X10#2SYP W/ 7/16- CONNECTION: PROVIDE (2)�! SIMPSON LSTA24 OR 2 .' BOSBEAM BEAM FLITCH PLATE.NAILUSING TOGETHER USING 2 HTS20 TO WOOD POST v V ROWS OF 12tl NAILS ® 12'' OR (2) SIMPSON HETA16 TO CMU OR (2) I O.C. TYP EACH SIDE COL U.N.O. ON ROOF PLAN. #2 SYP W 7/16" O / CONNECTION: PROVIDE 2 I) ((r) OSB FLRCH PLATE. NAIL OSB FUTC SIMPSON LSTA24 OR REAM TOGETHER USING ( O SIMPSON HTS20 TO WOOD POST 2- ROWS OF NAILS 12" OR (2) SIMPSON HETA16 TO CMU EACH O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) -13/4' x 111/4" LVL CONNECTION: PROVIDE (2) 2.0E Fb=2600 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) TOGETHER USING (2) ROWS SIMPSON HTS20 TO WOOD POST 1/4" x 3 1/2- SDS WOOD OR (2) SIMPSON HETA18 TO CMU SCREWS 016' O.C. TYP. COL U.N.O. ON ROOF PLAN. EACH SIDE. - (2) -13/4- x 117/8' LVL CONNECTION: PROVIDE (2) 2.0E Po=2600 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) TOGETHER USING (2) ROWS 1/4" x 3 1/2" SOS WOOD 3HTS20 TO WOOD POST . O.C. TM ( SIMPSON HETA18 CMU N.O.OR N.O. ON ROOF PLAN. (2) -1 3/4' x is' LVL 2.0E Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M TOGETHER USING (2) ROWS ! SIMPSON LSTA24 OR (2) 1/4" x 31/2' SOB WOOD SIMPSON HTS20 TOWOODPOST SCREWS 016' O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. GENERAL BEAM NOTES 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN. 4" BEARING EACH END) 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS S. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. OP v v bI 4 N 0 q m 4 (D HOSE• BIBB 12'-10" 25 SH 13'-0" 8'-6" 5'-4" 25 SH PRECAS TTOM Q 6'-8" EGRESS EGRESS 12-10" 13'-0' 13'-10" ' Q p W 20 UJ BEDROOM #2 W J LANAI ° OWNER'S B ROOM VAULTED C M ¢ ¢ VAULT CEILING ILING1 VAULTED CEILING - m o 3 4 ga 3 aP DO o C2 C2 N -- -- -- G.T.-- -- - - - - - - - - - - ---- - - - - - - - C 2,-0" -- 4'-10„12( 2 DBL 25 SH2668 2665 8'CLG. 2 ro a 2,_0„ N 1R/1SH U, o BW1 U `•I -" W/ BASE PLATE , LU ATTACHMENTS �Q BATH a N DIET BRG. WALL m w W VAULTED CLG N CIE 4W DETAIL N , 2ds8 3'6" 5'-8- i i;� FAMILY ROOM 266 I I� I , 10' CEILING ° I I I 6'-8". '7mo q 0 o II ' I 2668 I N I W.I•C• y 2x6 WALL q VTR a m r I 10' CLG. , , q 10 f0 o op - 4 -'�- BEDROOM #3 1R/1SH- N- I o VAULTED CEILING 0 12'-8" 13'-4" m :) 4'-W 2'-8" 3'4" M I z WI,v OUV 3,-5- ,n v 3 X 4 3'-4" BATH VAULTED CLG. , F.G. SHWR 5068 36" FLAT BAR .` r--. iv M 8' CLG. 00 A/C. do TOP ON341fe". t1 WALL ,, ) --- I. -- � ----- - 1------------ ' N m 1R/1SH _ _ _ ��/ D/W i RANGE ' DBL HOOD PROVIDE PLATFORM i ; SINK FOR HVAC UNIT VERIFY SIZE WITH DINING ROOM KITCHEN VAULTED CEILING ¢ VAULTED CLG.> N � m F to 12'40" i 7.4„ 6,-0„ 3, 7„ 2668 REFRIG. r - - -n a' > it y III I� NOOK < III , I I- IL 3 J I z _ J VAULTED CLG. L- - -,J a , ' LAU r - - -n I 3 Y ' 10, CLG. I j N. N ! v N v d0 mm N DEN/ 00 FOYER 2868 _.--__._--.- STEP ON HANSON BOX BEDROOM #4 LO 10' CEILING Vy_H DRYER VENT ® 36" AFF VAULTED CEILING THRU ROOF - ADD INVERTED MAX LGT 35'-0" ; PULL ON. STAIRS " HIPw/ B ELEV. ; WF39 221 ,--------- / . °P S3 H1 i r< m NOT :. BUILDER TO PROVIDE APPLIANCE PROTECTION IF I REQUIRED BY MUNICIPALITY. ' I SEE SHEET 4 FOR DETAILS ' I /(2) 12" S.L. EGRES TRANS. PE 2 CAR GARAGE N W I oP ION 8' CEILING - v SO 4 10'-6" 2'.10" 6'�1" S1 20' 0" N EGRESS ENTRY 10' CEILING SEE ELEVATION FOR ' OWINDOW SIZE &STYLEDO D BM CS3 ,A q LINE OF GARAGE -DOOR ----- BM3 ELEV. --s--------------------i-- "B" 'B" & "D" ' G.T. ELEV ONLY ; , 16-SQUARE 9'-4" 2'-8" '-4 COLUMN TOP @ 9'-0" 21 ' CD04 S-2 � MS12 S-2 � 16 x 7 OVERHEAD DOOR 13'-4" 6'-4" 2'-0- 16'-0" 2'-0' 20'-0" 39'.8" ELOOR PLAN SCALE: 1/4" =1'-0" ALL ELEVATIONS WS01 S2 VERIFY LOCATION W/ BUILDER HOSE BIBB Q N 0 N m +26.5 / -28.8. 1 ( V ) ,+26.5 / -34.4 +24.8 / -27.1 1 (G 1 +24.8 / -31.1 O+24.3 / -27.5 I O +23.3 / -26.0 NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE "ALLOWABLE" PRESSURES WALL LEGEND FRAMED WALL BEARING FRAME WALL ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. MASONRY WALL I GENERAL NOTES I 1. R302.5.1 Door from garage Into house must be a minimum 1 3/8" solid wood door, solid or honeycomb steel door, or 20 Minute fire rated door. 2. Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic space and soffits is not acceptable. Ventilation shall be permitted to exit through the soffit if solid soffit is Installed 5'-0" on each side of the venting. 3. R302.6 The garage shall be separated from the residence and it's attic by not less than 1/24nch (12.7mm) gypsum board applied to the garage side. Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch (15.9mm) type X gypsum board or equivalent. Where the separation Is a floor -ceiling assembly, the structure supporting the separation shall also protected by not less than 1/2 inch (12.7mm) sum board orequivalent. gypsum 4. 11312.2.1 Window sills In dwelling units, where the opening of an operable window is located more than 72 inches (1829 mm) above the finished grade or surface below, the lowest part of the clear opening Of the window shall be a minimum of 24 inches (610 mm) above the finished floor of the room in which the Window is located. Glazing between the floor and 24 inches (610 mm) shall be fixed or have openings through which a 4-inch-diameter (102 mm) sphere cannot pass. 5. R308.4.2 All windows within 2'-0" of doors and in shower or tub areas will be safety tempered glass. 6. Ceiling for exterior entries and covered porches to have 7/16". span rated OSB nailed per zone on roof diagram nailing schedule or 5/8" COX. 1X T&G acceptable for substitution 7. EC: R402.2.4 Access doors from conditioned spaces to unconditioned spaces (e.g., attics and crawl spaces) shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. 8. Laundry Note: (Unless noted otherwise) Provide dryer vent thru roof max. Igt. 35'-0", washer & dryer units (washer unit to be always on left side when facing units) hanson box @ 36" aff 9. Ceilingsfor exterior entries and covered porches to be 7/16" OSB on underside of roof trusses shall be attached to all framing members with 2x blocking provided at perimeter. The OSB shall be attached w/ 8d nails at 6" O.C. field and 4" O.C. at edges or 7d screw shank 3" O.C. field and 4" edges. Vinyl ceiling to be attaches to OSB per manufacturer specifications AREA CALCULATIONS 1st FLOOR 1820 S.F. E I TOTAL LIVING (AC) 1820 S.F. GARAGE 396 S.F. COVERED ENTRY (BASE) 56 S.F. COVERED PATIO/LANAI 137S.F. TOTAL AREA UNDER ROOF 2409 S.F. ``�1111111N�J NSF. RFdT�. �•``J�cU: v' NO 87864 '�'• c A E OF LV � J ''��ieaLnlTtty UO V N � W o W to � W B E F. U m rn Oi Fi'' t•'i 6 t 0 6 7E - g me} m.amc W • ts'A M°'`o �i° a a 4` uQuLLLL LL) N Ez BQ§'--o G, a WWX 5 w5 - . s. >f ` Z a a Z "Br = O �WSoffi ��jo �QO g' .pp W omE C CG °1 S ad m Jy LL o: a Ln IS O . U O2 J vWWV.FDStNG.COM ❑.❑ ❑ Z ININ M az I 6 1/ Z In W � O w E ❑ E .0 - m w O C m m m w ONE i_s m ¢mdm m O A r1AMJEC LJr%1Ull1W= FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE,FLORIDA 32563 PORT ST. LUCIE d VI Job Information: a m m 9 0 z a a LU o N -0 C LO d E N '1 ro TIT m 2 m L7 3 • • in (n O) 0- - W V / (1) U) <L vJ VI Model Name /'Number: xi 1820 VI Plan Issue Date: Tuesday, February 25, 2020 a V I KA PROJECT NUMBER: x 20-1406 T s a Sheet: /� 'iJL� Of: N P.PQR PLAN (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION REINF. GRADE SEE PLAN 00 : z ,) N � I 16" (2) #5 REBAR FM01 SINGLE STORY FIG REINF. SEE PLAN _F-1 00 _ 8" (1)#5 REBAR CONT. (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. GENERAL FOUNDATION NOTES IF GREATER THAN 24" CONTACT FOR OR UNLESS NOTED OTHERWISE REFERENCE FMASW FOR STEM WALL OPTION 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE 8" v OPTIONAL CURB FOR --� F.F. VARIES LAPPED MIN. 6" AND SEALED. MASONRY @ ELEV. 0' _0" i.° 2 4" 2500 PSI CONC. SLAB W/ 8X6 30/10 W W F, OR MINIMUM .75 LEIS W/ (1) - #5 BAR CONT. ,a, OF FIBER PER CUBIC YARD FlBERMESH/FlBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUFS INSTRUCTIONS AND NER-284 FOR FlBERMESH OR NER-414 FOR FlBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER & TREATED FOR TERMITES. 2 STORY: 20" X 201 3 ',. • INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR. TO "( REINF. N W/ (3) - #5 CONT. BEAM W/ (1) #5 REBAR GRADE 40 U.N.O, TYPICAL ABV. SLAB. HOOKED FTC SEE PLAN : ;'►,; , ; ;. ,' DOWELS 17" EMBEDMENT W/ 25" EXT. ABOVE SLAB. (2) # 5 kEBAR 4 CONSULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR BEARING 16" , RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE ON FM02 SECTION @GARAGE 1/2" = 1'-0" U.N.O. PLAN. 6 NO WOOD STAKES PERMITTED IN FOUNDATION. 7 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. 8 ALL FOOTING SHALL BE MIN 12" .BELOW GRADE 9 MASON TO COORDINATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB 0 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY 1 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 li FOUNDATION DESIGN.. SOIL TO BE COMPACTED TO AT LEAST 95%OF MAX.. DRY DENSITY AS DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR ) IN EQUAL LIFTS NOT TO EXCEEDING 12".THE FOUNDATION SIZES INDICATED FM03 I THICKENED EDGE 1/2" = 1'0" ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL _- BEARING CAPACITY OF 2000PSF. (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE OF GARAGE DOOR. EXTEND 6"BEYOND F.O.M. EACH END, TYP. I GAR. FIN. FLR. I ALIGN DRIVE W/ BOTTOM OF:77C RECESS & PITCH DRIVE N 2 STORY: 20" X 20I 4"' CONC. DRIVE W/ 1/2" EXP IN 3 - #5 CONT. JOINTS 10" O.C. TYP. 1fi" (2) #5 REBAR FM09 SECTION @ GAR. DOOR 1/2" = r-0" 2x BRG. WALL '. 2 STORY: 20" X 20" (SEE FLOOR PLAN - W (3)-#5CONlT. FOR MORE INFORMATION) SEE PLAN EE PLAN 8" 4 4" 16" 4" 2-#5 REBAR FM11 I STEP DOWN BRIG. 1/2"=r-o" FM12 STEP DOWN NON BRIG. SEE PLAN OPTIONAL CURB SLOPED GROUT a °' ';� SEE PLAN OR MASONRY AT TO DRAIN 4"x 4"x 18" co �•: . •" TYP. SEC. ELEV. 0'-0" WITH (1) #5 BAR CONT. 8" ,I• CURB (G.C. VERIFY) 00 I z� I REINF. -- ' - (SEE PLAN) _ 2 #5 CONT. INSTALL LINING ` •» *• --.-r: w ci '' " 2 #5 BENT BARS W/ MATERIALS PER e-, w w N : - , ' MIN. 25" LAP SPLICE FBGR P2709.2 ' FLR. 16" IL2 MUDDED MIN. SLOPED TO DRAIN #5 CONT. FM14 SECTION @ RECESS SHOWER 1/2"=1'-o" FIV118 TYP. STEP FTG. DETAIL 1/2' 1'-0" ALTERNATE: REINF. GRADE. THE REINF. BARS SHALL BE #5 CONT REINF. SEE PLAN CONTINUOUS AROUND CORNER SEE FIND, FOR BY COLD BENDING THE BAR WITH QUANTITY QO, MIN. BAR LAP OF 25" #5 X 25" X 25" "LpN c CORNER BAR ONE E - FOR EA. HORIZ. REBAR, TYP. U.N.O (2) #5 REBAR 16" A/C CHASE 2 STORY: 20" X 10" 4" PVC SLEEVE THRU FOOTING W/(3) - #5 CONT. FM19 TYP. CORNER BAR DETAIL 1-1/2"=r-0" FM23 TYP" FND PENETRATION 1/2"=V-0 STEMWALL SCHEDULE STEMWALL FOOTING DIMENSION NUMBER/SIZE OF BARS LAT. MAXIMUM F.C. SPACING (D.C.) HEIGHT (h) d 1 STORY d 2 STORY b 1 STORY b 2 STORY IN STEM WALL 0'-0"-2'-0" 8" 10" 36, 20" W/ (2) #5 BARS <674# 61S" >2'-0"-3'-4" 10" loll 20" 24" W/ (3) #5 BARS 674# 5'-4" >Y-4" - 4'-0" 12" 12" 32" 32". W/ (4) #5 BARS 845# 4'-0' >4'-0" - 5'-4" 16" 16" 48" 48" W/ (5) #5 BARS CONT. & #5 @ 18" O.C. TRANSV. 1162# 2'-8" SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL SEE CHART ABV. 1"IAX. F.C. SPACING (D.C.) W.W.M. TO BE TIED TO #5 CONT. REBAR (1) #5 HORIZ. CONT. TIED TI EA. VERTICAL REINF. BAR-\ #4 TURN BAR 0 STEM WALLS GREATER THAN 4'-0" (1) #5 HORIZ. CONT. TIED TI EA. VERTICAL REINF. FIN GRADE-6" MIN. TO TOP OF STRIP FT( COMPACTED CLEAN FILL^ IN MAX 12" LIFTS -/ STRIP FTG. W/ QTY OF / REINF. PER SCHEDULE 4 FNIASW I STEM WALL SCHEDULE MARK SIZE DEPTH REINFORCING CAP. i FZp 1'.O" X CONT. 11-0.. 2 #5 E.W. SOT. 2D00 F2.0 21-0X.2'_0� 1'-0" 3 #5 E.W. BOT. 7200 F2.5 2'e' X 2'$q v-O' 3 #5 E.W. GOT. 11000 F3.0 3'-0' X 3'-0..` 1'-0" 4 #5 E.W. GOT. 15600 F3.5 T-6- X 3'-8ii" 1'.0 4 #5 E.W. BOT. 21500 F4_O 4'0'. X 4'-0" 1'-0" 5 #5 E.W. GOT:. 28000 F4.5 4'•6" X 4'-6" 1'4" 5 #5 EW. GOT. 34500 F5.0 5'-0" X.5'-0" 1'3' 8 #5 E.W. BOT,. 42500 F8.0 6'-0" X 6'-0" 1'-4" T7#SEW. GOT. 61500 LEGEND - INDICATES SINGLESTORYFOOTING -INDICATES TWO-STORY FOOTING - INDICATES CONCRETE FOOTING NOTES: 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL _ INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND VERT. F.O. ABV. TON. WALL WHEN STEM WALL EXCEEDS 4'-0" FlBERMESH CAN NOT BE USED AND PER PLAN SPACING #4 TURN BARS ARE REQUIRED 0 EACH. FILLED CELL LOCATION.. EACH BAR TO TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM EE NOTE #g 3.IFSTEM IS REQ'DTO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO CONSTRUCTION FOR MORE INFORMATION 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK *1 FILLING IS TAKING PLACE C. 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK @ 16" h * O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" - • O,C. TALL (TYPICAL ALL CORNERS) 6. IF STEMWALL IS WITH IN 5'-0" OF POOL OR WATER FEATURE FOUNDATIONS TO BE A MINIMUM 12" BELOW BOTTOM OF POOL OR WATER FEATURE. '. 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. 1 *SEE NOTE 5 8.R.403.1.4 MINIMUN DEPTH: ALL EXTERIOR FOOTINGS (BOTTOM)SHALL BE PLACED AT LEAST 12" BELOW THE UNDISTURBED GROUND SURFACE. 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL FM19 3 TYP. @ CORNERS 318. 4' 0" �4 n 39' 8" 13' 0" 4' 8" , o" I HOSE , I BIBB FM01 ' FM03 o 3 I 3El- o I r i FM11 i� FMJA I 3 � a Z i in 01F2.5 In I F2.5 II 1 F 1 ' , as , 1 0 ' 1 1 ' 00 ' i ST P DN. 4" �.. I `----------` --------------------- ------------' C4 N I , 1 1 ' ' STUB ; UNIT I W.C. L AV. I go 1 6. �J_ o/I bI _ Ll JJ 3' 1" 2' 8" 9< iv LAV ��yyyr1 I ' o/ LO 11 _.pl wee^" ' (0IL1. N ' �s---�' I W.C. ' I'4UB',1(A STYLESRIES o , 1:.VERIFY DRAM v 1',�.00ATION ;1I 1 1 v l F.G.F.G ' I SHWRit 24,8,. .'. •-----^ 15'0" ' rn �,,., , III q - - - ,, z a" Jj ):SINK , i12' 11" PROVIDE CHASE o ; 1 FOR HVAC UNIT ' I ' VERIFY LOCATION o I , ^'FM01 ' i ' (b WASH I � it III ' FMOI 3 I 1 � 1 STEP DIN. 4" O\ FM11 , ' FM12 W.H;^ ,1 , I 1 1 ■ , ■ ; , I , STEP ON. 51h" °' 6, 4„ I 20, 0" 00 '-------------------------------� `t m z '- - - C.1.- -' - - - - - - - ` - -' -� o N� 1 N 1 ■ ■ ■ x o 1 I � 1 2, 8,. 7, 0" as 3. 8* I o � F2.5 '-----a ----- -- ■ 1 1 I 1 I I , I � FM03 I 1 , 3 ; 1 , 0 , N I F409 Fo- 1 ' -- ------------------ E------------------------- \-L(2) #5 BARS W/IN 13' 4" 6' 4" 2' 0" , SIDE OF OPENING 16' 0" l 2' 0" FOUNDATION PLAN SCALE: 1/4" =1'-O" ALL ELEVATIONS 0 f to 4 0 -v 0 N 0 i� COMP. UNIT 0 'a fl ;0 ;t c0 a, CHOSE BIBB 0 f• e 9R N'sF • • w� v, No 87864 o STATE OF . A0. <uti a R co (�4 �� I''�V1V 0 p_(13 a N m r li N 'o I AllC103 IB GJ N W mgF Lo10w EGao.l n iR ik iR V ZF C9`v g's 302 LL�fi��2�!� m m O a= m2 a KON iHAW ��3 » VAW4.FOSENG.COM ❑ ❑ ❑ Z I- Z N p z w 0 Q 9 -, Q �� a rn Z �•, w *- o E V -N O w o Ln c m Ln =D 0 U f° E N c nv Q m ono FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 F DIVISION LOCATION: PORT ST. LUCIE Job Information: a o ryr` m a O z 0�L0 pt W 0 N E > 0r m LO 2 3 in m o Q J LU m Ln LoL J M (n U) �. Model Name / Number: 1820 ylPlan Issue Date: Tuesday, February 25, 2020 c � V KA PROJECT NUMBER: 20-1406 a � Sheet: Of: 0 3 t FjftLPe9(DjRVLAN m 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 = 1820 x 3 5460 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 1 200 GEN LIGHT'G & RECEPT. + APP. CIR. = 34,010 SUBTRACT 100 % OF FIRST 10,000-10,000 A= 24,010 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" = 00 x 24,010) = 9,604 + 100% OF 'B" = (20,000) = 20.,_000 TOTAL WATTAGE = 39,604 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 165 Q M USE 2 RED HEADS TO ANCHOR WALL 2,$„ ASSUMED EDGE OF WALL 2x6 WALL (FLOOR TO CEILING) .TERNATIVE PROTECTION BARRIER N.T.S. TO SANITARY SEWER PLUMBING RISER NOTE: ALL PLUMBING RISERS ARE TO BE VERIFIED w/ PLUMBING CONTRACTOR 11/2" VTR — — — — — — — — — — — — — — — HOSE BIBB INSTALL RAN INSTALL FAN BOX PREWIRB� WP BOX PREWIRE \ \ GFI ` \ ---- --- -------- , --- ,'� INSTALL FAN ' BOX PREWIRE , � I i , T CM ' ' 1 i, ti ff ° GFl I I , � 4 GFI o 0 1 I / INSTALL FAN , FAN Box PREWIRE Cy1 X \ j'' PREWIRE /j 0 N1 , 0 � I I .� ,� GFI ' GFI GF1 _GFI iG 22 GFl GFl. ' I- _-------�------- - - - - - - - - - 220 , \ ISP i - - O ` FOR O/W MICRO/ \ HOOD I 1 ' CEN.IOF WALL � GFl z �5 ®' 3 ' , • 1 I , , I GFI — 1 L •' GH 220 31 I , 1 ff , , OELECTRICAL GFI @ CM , PANEL 42" AFF 220 W.H. ATTIC ELECTRIC 4J UJ INSTALL FAN — IF REQ'D BY CODE ¢ BOX PREWIRE m � r J w w , ` \ z Z Q � Z Q 0000 U¢ I .DOOR\ -`[�} aLLoo I BELL w w I ' 20 1 WP GFI @ GFI j ' GFI0 ' 42" AFF m FOR GARAGE o m y w u , DOOR OPENER w 0 iLi a 0 „ F 0 W O Q / Z OJ OF 0 m NOTE: „------------------------------------------------- KEEP COACH LITES OUT ■ ■ / OF BANDING, QUOINS, AND ROUND COLUMNS WHEN -- POSSIBLE. REFER TO ELEVATION ' FOR TRIM. COACH' LIGHT \ , LLL COACH--------------------- . LIGHT COACH LIGHT VERIFY LOCATION IN FIELD Wp DILSCONNET GFI = W J U W �z V¢ w J w BIBB ELECTRICAL PLAN SCALE: 1/4" =1'-O" ALL ELEVATIONS ELECTRICAL NOTES. UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36"AFF EXTERIOR WATERPROOF 12"AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND 6th EDITION FBCR, ELECTRICAL CHAPTER 34 THRU 43, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCIs (ARC FAULT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT IN ALL DWELLING UNIT PER 6th EDITION FBC-R E3902.16 ALL 15 AND 20 AMP BRANCH CIRCUITS ARE REQUIRED TO BE ARC FAULT PROTECTED. 7. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED INALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70-14. SUCH DEVISES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. S. COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE PERMITTED IF EACH MEETS THE APPLICABLE UL STANDARD, 9. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 10. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 11. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO 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 INST ALLED FOR A WASHING MACHINE. RECEPTACLES OUTLESTS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THE 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. PER 6th EDITION FBCR E3902.6 14. IN ALL AREAS SPECIFIED IN N.E.C. 210.52 AND IN 6th EDITION FBCR E3901, ALL 125 VOLT, 15 AND 20 AMPERE RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. PER 6th EDITION FBCR E4002.14 AND NEC 406.12(A) a 15. RECEPTACLE OUTLET IN GARAGE FOR GARAGE DOOR OPENER TO BE GROUND o FAULT CIRCUIT INTERRUPTER (GFCI). c 16, ALL PERMANENT INTERIOR AND EXTERIOR LIGHT FIXTURES TO BE 100% CFL BULBS £ ELECTRICAL LEGEND (9 SMOKE DETECTOR SINGLE POLE SWITCH CM CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR $3 THREE-WAY SWITCH COMBO UNIT /� FLOOD LIGHT $4 FOUR-WAY SWITCH $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE—�� TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE 110 VOLT DUPLEX OUTLET o CEILING FAN lb 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT U) ' Lu DOOR BELL CHIMES It WP WATER PROOF W/ GROUND FAULT c=i 220 VOLT OUTLET O— DOOR BELL ® SPECIAL SERVICES OUTLET D0 DISPOSAL N� T.V. CABLE OUTLET L= DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING J ❑ JUNCTION BOX WP WATER PROOF RECESSED LIGHTING O THERMOSTAT ® BATH FAN O LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT I C INTERCOM SYSTEM ® I.E.D. DISC LIGHT ® GARAGE DOORPUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED SAME q3 UNDERGROUND WITH ELECTRICAL CONTRACTOR 200 AMP SERVICE 200 = 210 COPPER OR 4/0 ALUMN. IN 2" CONDUIT METER MAIN DISCONNECT 200 AMP A/C DISCONNECT UNDERGROUND SERVICE BY POWER COMPANY # 14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL #12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE INTERSYSTEM #8TO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER 8) APPROVED GROUNDING ROD W/ MIN. 8' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIALAND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER 00. 0 O ZG) 0 LO LV 00 a 0) (O ( m m 0 M N @0) V) 0)F-YUM z 11 °- 0JLL1Z) m o .J m U) U) LO VI Model Name / Number: 1820 Plan Issue Date: Tuesday, February 25, 2020 In KA PROJECT NUMBER: s 204406 a m Sheet: Of: � 0 IN L b0 ELECTRICAL PLAN 00 `0 2 p y$m@ 0 „ Z U1 �a"±c W N € Q -LLZ u y Q aT LL�@� Q DQ cN NoyE °fl ¢ mNa Z Z OF Y z$. E.0 Wf m� 0 O 0 m m Vs T!$g� LL Zra� d g a 2 B m 2 ¢ 7 0 yWWW.MSENG.COM ��P'�5 W U F- J ❑ ❑ ❑ L LD o vi 0 N o Z Z10 N O M C7 V c z Q n, D a 3 W a Lwj � — z o 0 V) U o �L w � LZ O E � E y O w N c o m 1- W U w mNE O o o " islo m ✓� 3 N Y GIQ C Q0)owo am ® DAMS HOMES, FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY m GULFBREEZE,FLORIDA 32563 DIVISION LOCATION: F PORT ST. LUCIE wJob Information: O 00 TOP OF BLOCK FIN. FLR. LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 00 io 25 SH b bo FIN. FLR. 48" OFF RIDGE VENT W'DOW HEAD HGT 48" OFF RIDGE VENT BEARING O ENTRY TOP OF BLOCK _ FIN. FLR. LEFT ELEVATION fICII SCALE: 1/4" =1'-0" TOP OF W'DOW HEAD HGT LITE TEXTURED DECORATIVE CEMENTITIOUS COATING `O 25 SH L ULJ DBL 25 SH 25 SH FIN. F 2868 FRENCH DOOR REARELEVATION SCALE: 1/4" =V-O" O W LR. 48" OFF RIDGE VENT W'DOW HEAD HGT ■ io DBL 25 SH — — - BRG. 0 ENTRY TOP OF BLOCK _W' 0 HEAD HGT - 0 O aD C0 io FIN. Fl R. 48" OFF RIDGE VENT 12 16 VENTILATION CALCULATION Formula = SF / 300 / 2 * 144 = net fill Inches of veMing needed equally for Intake and exhaust Soffit product provides 4.12 net sq in / sf \ % I Ridge vent provides - ,.., "' 18.00 net sq in/ Off ridge vent provides ` 138.00 net sq in / sf Overhang distance _ 1.33 ft S.F. of Area to be vented (SF) 2409 s.f. Total needed f or exhaust for upper 1/3 _ 578 net sginches Total nee dedforintake (soffit area, .lower) _ 578 net sginches — 1 Nu tuber of Off Rid e Vents for uppe r 1/3 nee ded 4 L.F. of Ridge Vent needed (can be used in. combo with ORV) 32 OF BLOC LITE TEXTURED DECORATIVE CEMENTITIOUS COATING DD 33/2 SH 25 SH FIN. FLR. RIGHT ELEVATION 'IC'I SCALE: 1/4" =1'-O" DBL 26 ARCH TOP SH TEXTURED DECORATIVE ENTITIOUS COATING rn io 3068 DOOR W/ (2).1068" S.L. AND 16" H ARCH TRAIN. ABV. DOOR STYLE MAY VARY REFER TO SPECIFICATIONS 12 6 '16" X 30" DECO VENT TYP FRIEZE 16' X 7' 32 PANEL OVERHEAD DOOR FRONT ELEVATION I`Ctl SCALE: 1/4" =1'-O" OF BLOC I 0 in FIN. FLR. d 5 ' `it/ttSlfflp77 '.. E .J tars�aadN g.gy c'' mwg�Fg�pg � terd.l,",",r , Jr CS p tut or •<\ <fi+�t"` .' n�N 0 i LuZ •,o 'fill Q E 001 w wN OO Al 8� -w Z LPH yam a w ii yj ill " >a pa �=e n.ac z .Q ZaN: Z O g a 3 0 - m CO Hal n'fi6 Z U J �.. w s p� `°-S i'c WWW.FDSENG.COM 0011 CD N Z N p N 13 zM 0 An Z" U 3 a � — s c n ��E• J o N � Q in (\/ � 1J u W o d �f✓ O c m o N wo I . U 2 04 E ri w 000 to c o, ;c a�m am 00 s DAMS HOMES w C FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY 16 GULFBREEZE, FLORIDA 32563 a F DIVISION LOCATION: PORT ST. LUCIE wYJJob Information: L UO Q N ry M a 0 az c a w c LQ \ 4) ✓ 3 m c9 0 .2 7 L VA� .. rn 20 m o~ _j O /U/�j W V/ /m///�� (n v D � V Model Name /Number: 1820 y .is VI Plan Issue Date: Tuesday, February 25, 2020 c M KA PROJECT NUMBER: s 20-1406 a rn Sheet:. r Of: 0 N `Mid is h0 ELEVATIONS U ®311117idilUl•® ** ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING 20'-0" MAX 20'-0" MAX THICKNESS IS 15/32".) IF 15/32" IS SEE DET. TB03 USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP SECTIONS G.C. TO PRI BLOCKING' W/ APA RD FOR SPAN 1 7/16" OSB SEE"HIP/R BLOCKING" 0 W a EQ. d W Q CONTINUOUS BOTTOM CHORD "X" BRACE SEE BRACING 2 X 4 MIN. SEE DETAIL TB04- - - - )VIDE DETAIL TB01 ro COMPLY m :OMENDATIONS- IATING OF M _ _ R IDGE v _ _ _ DETAIL lk _ - - 2 Q 0 � a _TT V 1,"L Nt w T-rFl EQ. TOP & BOTTOM CHORD GABLE END BRACING @ -/ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TB05 REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTS 4 FF. - O2 L_________________ _-_______-_____-_-_____- I. 1 / i 4 FT I OI O 'O 'I 2 �' 1 2 1 l 1 #X'' Oixi 1 1 '# ' ------------------------------------------------- 5 FF. 4 Ff. O 5Fe 4Fr. 0 % Oi O 11O V L� NO 1 - ` 1 4 Ff. ------------------------ 4 FrO O 4P%e ; 0 ROOF NAILING ZONE DIAGRAM O NAILATBASE 2ROWS@4"O.C.W/8dCOMMON NAIL ROOF NAILING SCHEDULE. O NAIL AT TOP PLATE TWO ROWS 04"O.C.W/8dCOMMON NAIL O NAIL OPENING PERIMETER 3" O.C. W/8d 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 @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD O ZONE 3 SO RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD 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. GO (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 OR ROOF SHEATHING: RATED (APA EXPOSURE 1) 15/32" OR GREATER MEMBER IF GABLE END COX PLYWOOD (TILE) NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN A31" X 2 1/2" SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO MORE THAN 1/8". STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM 1/8" SPACE IS ALTERNATE PANEL WALL SYSTEM (PREFAB) ATTACH WALL SHEATHING W/ RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW 16GA x 13/4" STAPLES & 2" O.C. ON EDGE & 4" O.C. IN FIELD. FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8" 15/32" OSB. EXPOSUREI SHEATHING 1 1 (2)- 2x TOP PLATE 15132" OSB BEYOND EXPOSUREI 1 SHEATHING II II II II II II II II II PROVIDE I 11 BLOCKING AS 11 II REQUIRED PER - _ SECTION X-X IF 11 NOT FULL 1111 HEIGHTSHEET 01111 II II 11 II II II II © LOOR SYSTE - - - - I 11 -. -. Ir - •n - . II I III I I II II II I II II II I I 11 II 11 1 SOLID 2x BLOCKING @ ALL w w SHEATHING m � II II C I I II II II 111 II C II EDGES (SEE °° r- SECTION X-X) Ow III III OPENING 111 II I II - II II III III III III II II II I II II it 1 11 II 11 2L STUDS W BEYOND. y SEE PLAN o 1 1 1 II I I I I I III III I I I I I I I it II I 0 z III I I I II I III If 11 II 1 JL 1 11 1 LU O 0 0 In aNm��¢ 1-- L 2 W 1- DO 00 LL N LL 1-ILL SHEATHING 2X4 P.T. BASE 2XRIBBON PLATE BEYOND OR VERTICAL HORIZONTAL SEE PLAN BLOCKING WALL ELEVATION DIAGRAM BETWEEN •S" = NAIL FLOOR SPACING SYSTEM AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF M. TURNED VERTICAL W/ 7/16" FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END. NAIL /4112" I FLITCH PLATE TO VERTICAL I S S /2" W/ (4) 8d NAILS I ° (2)8d NAILS @ 3" O.C. SINGLE NAIL D • PA IN • DOUBLE NAIL D • S /2" ALTERNATING SPACING 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 N.T.S. CON?IEQOR86HWULT FOR: ADAMS HOMES-182DELE G BEARING tOLDSACTUAL CONNECTOR UPLIFT POINT UPLIFT CONNFfFOR 10 DESIGN RATINGFASTENERS w L/R -307#., less HETA36/PER TRUSS MFG. 1830# (9)lodx l-1/2" 1/0 $DO We, less HETA36/HUA16 1810#11810# (9)lod. 1-1/2..'.' (9)1oo s 1-1/2°. Alf, A24 L/M/R 932IX or less HETAl6/H10A /HETg1b 1810H/ 104041 (9) lod x l l/2'. (1. l.dx31/2" IB10p (9)106x 1112" e(11B l/0. -830IXof less H111A/HELA16 3040p/1830# ((9) 1d ddx ((18)TWID,, 2'�'.. 801 R010.806 L/M/R 615 #Ur less H10A/HETA16/HETAl6 1040#/11,101 I. 19)1Ddx1Y 2IX; (9)10d AO] L/M/M/R 21S#mlers 12/(2)MTS12/ 1810#/1980#/ (28)lod%1- " �'. AIR 1980#/1810# (2E)SDAIXjg 2i E(2)HUAIA (9JmdkvY %" R20/(2)NTS20 1920p/2620q/: lip zpd`p.�yYyyx°'. q06 L/M/M/fl 1859#O, less 2620#/1920$ ' to J-TA16 )j6 ,16A x}` {' ' {181tldxa3r: D02A CONT.ERG 661T111"1 NAMED j30Fit (d72vY��N. TRUSS MANUFACTURER - RD n DATE OF LAYOUT: }jA'FEOP TBUS$C0T$H8/79t d2f9/�1] I= LEFT, 9- RIGHT &M MIDDLE OEARINGS BEARING LOCATIONS ARE REFERENCED TO TRUSS MANUFACTURER'S All 1..D1 ' RF c Mom. P.nr,. rt, TRUSS DRAWINGS ... OW= ROOF CRITERIA -16" OVERHANG @ EAVES U.N.O. -12" OVERHANG @ GABLES U.N.O. SQUARE CUT FASCIA -ROOF PITCH PER ELEVATION SHINGLE LOADING owe a !11 oil IN III Elm In all A01 10'-0" CLG 3/12 VLT A01 3/12 VLT 10'-0" CLG ODD SPACE A10 3/12 VLT PAN Iml ODD SPACE ------- ODD SPACE BRG• 8'-011 AFF W/ KNEEWALL TO 10'-0" AFF TRUSS LAYOUT TIC" SCALE: 1/4" =1'-O" B01A 10'-0" CLG T JA fi SIMPSON -CONNECTORSCHEDULE USP-CONNECTOR SCHEDULE MARK TYPE CONNECTOR B FASTENERS SPF SYP CONNECTOR BFASTENERS SPF SYP ,/ �� lT�r � A � FRAME TO MASONRY XETA18 w/ 910d x 11Q" OR (i HETA20 w/(9)10dx11/T' 1870 lRA18 w1(10)10ddx1 H7A20 wl (70)tOdx1112' 2" 1585 1870 O FFRAMEO H2.5A W1(10)Bd NAILS 535 565 RT7A W(10)8d NAILS 515 585 ©FRAME TO FRAME H10AW/(18)10d x 11n" H10A-2 w/(18)tOdx 11/2"AT2 PLY TRUSSES 1015 930 1D40 1080 RT16Aw/(17)10dxt 1/? R1`16-2w/(18)10dz11/2"AT2PLYTRUSSES 895 935 1020 ID60 O FRAME TO FRAME MTS72W/(14)1Wx 1112"(AT EXEERIOR LOCATION INCLUDE (3)12d TOENAILS) 880 990 MiW12 W/(1I)10dx17/2"(AT EXTERIOR LOCATION INCLUDE (3)12d TOENAILS) 1005 1195 O FRAMETO MASONRY MEMBED2)70tl W SIMPS'5�8'AT.R.5330 EMBED wI SIMPSON SEP EPDXY 3965 12'EMSDMEN0tl NLSAND"B"AT.R. w/ 12'EMBEOMENT w/SIMPSON "SET EPDXY 3330 4495 O FRAME TO FRAME HTS20 W/(24)10d z 112" (AT EXTERIOR LOCATION INCLUDE (3)12d TOENAILS 1245 1310 XTW20 Wl(24)10d z 110 (AT EXTERIOR LOCATION INCLUDE (3)124 TOENAILS 1285 1530 Q FRAME TO FRAME (2)HTS2DwA48)10dx71/Y(ATEXTERIOR LOCATION INCLUDE.(6)12d TOENAILS 24� 2� (2)HTWW0 148)10d x i 10(AT EXTERIOR LOCATION INCLUDE (6)12d TOENAILS (EA) 2570 9050 ©FRAME TO MASONRY MGT.2 W/(16)IOd D(2)5/8" NAILSANA.T.R. w/12'EMBEDMENT w/31MPEON "SET'. EPDXY (HGT-3 FOR 3FLY) 106H HUGT2w/(16)l0d NAILSAND.(2)5!8' AT.R. w11T EMBEDMENT w/SIMPSON "SET• EPDXY (HUGT3 FOR 3-PLY) 7020 9790 V G OT N O FRAMETO MASONRY FGTR w/(18)114" x 3" SDS WOOD SCREWS AND (2)IM"x5'TITEN HD ANCHOR BOLTS 34W 4725 RFUS wI (12)W3S WOOD SCREWS AND (/(12) SSW WOOD 7700 ' q Jt _ MASONRY (1) LGT2 Wl(16) 1 W SINKERS 8(7)1/4'x 2.1/4"TITEN2 SEE NOTE#6 BELOW) 1750 2030 g 0 p C�1 y t 3 Fn $ J2 FRAME TO MASONRY/ FRAME (2) LOT2 w/(32)16d SINKERS 8 (14) 1W x21M" TITEN(2 PLY TRUSS) OR (28J iBd SINKERS FOR FRAME (EA) 3500W 3740.E 4061 3770-F 1'1) LUGT2 w/ (32)18tl SINKERS 8 (10) (2)LU"WEDGE-BOLT SINKER(2 PLY S OR (32) 16d SINKERS FOR FRAME (EA) 31D0-M 3800-F 310DM. 4520-F J3 FRAME TO MASONRY/ FRAME (2) LGT3 wl(24) 1M"x W BIDS SCREWS 8(e)3dt"x3"TITEN (2 PLY TRUSS) OR (32)15d SINKERS FOR FRAME (EA) 4730.M 6010.E 8S70.M 6880E (2)LUOT3 w/(24)1/4"x212"WS25 SCREW58(4)&B'x6"WB(2 PLYTRUSS) OR (66)18d SINKERS FOR FRAME (EA) 8660.M 8480•F ]030-IM 7710E O BEAM TO BEAM HU410 OPT HUC410 W (18) Jed B (10)10d NAILS G#2e80 U#1895 I HD410 OPT HD4101F W IWI 16d & (10) 10d NLS G#3080 U#1960 W1955 O BEAM TO MASONRY HU410 OPT HUC410 W(18) TITEN 1WX2 3W 8 (10)1Od NAILS GN46DO U#1800 HD410 OPT H0410IF W/(20) 1/4" x 3' WEDGE43OLT & (10)10d NAILS U11850 OBEAM TO MASONRY/ FRAME HU46 OPT HUC4e w/(6)10d NAILS& (12)114' x 23/4' TITEN(TO MAS.) OR (12)16d 8 (6)1Do (FOR FRAME) G#1540 U#980 SYPIF G#3000 U#1135 SYP-M 7D460PTHWBw/(6)10d NAILS & (12)IA' x 2314-TAPOONS(TO MAS.) OR (12)15d & (6)10d (FOR FggME) G#1825 U#1030 SYP-F G#2015 U/850 SYP-M M O FRAME TO MASONRY (2) HETA16 OPT (2) HETA20 1-PLY w/(1010dxi 1/2"OR J 2-PLYwI(12)16d 1920 2365 1920 2365 (2)HTA16OPT (2) XTA20 1-PLY W/ (10) 1 Dd x 11/C OR 2-PLY w/(12)16d 1 1870 2430 N O FRAME TO MASONRY HTSM16 w/(8)1 Dd NAILS AND (4) IM"x21/4- TAPCONS OR HTSM20 W(10)10d NAILS AND(4)1/4"a 114" TAPCONS 958 95S 1110 1110 HTWMIB w/(8)10d NAILS AND (4)lNex13J4" WEDOE43OLT HTWM20 W(10)IW NAILS AND(4)1/4-xl W" WEDGE -BOLT 1145 1146 1226 1225 ©FRAMETO MASONRY HIOS w/(8) 8d x1 VP NAILS AND (2) 3/8"x4' TITAN HD 780 910 '; c m E a E a 3 O � G '1iiiii{19111{'//,' �4�eUp 3\°O.. Ip .a�. y�l !I 0 b,`9 \'� •,•S BI fV E j sue. O �,° O B7. p4 (1 r �% N ,: * . Uj l�p r� �P'� O •; •i 2 ^ S "r d � Y ° P \ a '°B.O,C •r.� p \p. �C?`.4v 121 °,e lf It %%% 10 0 F OFRAME MASONRY DTT2Z w/(8)1/4"xl IWSD WOOD SCREWS AND (1) 112.8 AT.R. EPDXIEDW/ SIMPSON SET"(SEE NOTE#4) 1835 2145 DTB-TZW(8)1M" x11P1' WSi5W00D SCREWS AND (1) 1/2" O A.T.R. EPDXIED w/ SIMPSON•SET'(SEE NOTE 1610 1835 ®FRAME TO MASONRY HTTS w/(26)1Bd IQ 1Q NAILS AND (1)510'0 A.T.R. EPDXIEDw/SIMPBON"SET' 1SEENOTE#4 BELOW) 49]5 5090 HTT45 w/(26) 16d a 12"NLS AND (1) 5/6'B AT.R. EPDXfiED w/SIMPSON °8EF 9EE NOTE 84 BEL 6005 OFRAME S TO MASONRY HW4w/(18)'Be X2112'NLS AND (1)5/8'0 AT.R. EPDXIEDw/SIMPSON "8ET" (SEE NOTE #4 BELOW) 3690 4235 HTT45WT3)i5dx21Pd' NANO (i) Ml AT.R. EPDXIED w/SIMPSON "8ET" (SEE NOTE q4 BELOW) _ 4160 O FRAME TO HiOS w/(24)700 Xi 12`NL3 785 910 .LUGT1 w/(23) 8d IIIIZNAILS 875 1045 OFRAME TO MASONRY HMBKT w/(4)1M5L11/2"Sol WOOD SCREWS 851/49Q 1/4'TAPCONS I) 780 760 RTiSMw/(9) 10dx 112"NLSB (4) iM'x 1 3/4' 7APCONS 130 1395 OFRAME V TO MASONRY VGTw/(18) 114W SOS WOOD SCREW$& (1)SWRIAT.R.EPDXIEDw/SIMPSONSET" MIN. EMBEDMENT 3565 494D W O FRAME MASOONRYNRY (2) VGT w/(32r /4'x3 SIDS WOOD SCREWS A (2 SWR AT.R. EPDXIED W SIMPSON ) •SET'w/ 12'MIN. EMBEDMENT 5170 7185 XOFRAME TO FRAME VGT w/(16)1/4'x3'SDS WOOD SCREWS& HDU4.RD.R2.6 W (10)1/4'x21Q" SDS WOOD SCREWS 9(1) SW O AT.R. 3285 4565 MUGT15 w/ (22)1Dd NLS 8 HTT45 w/ (18) IOd NAILS 8(1)SAT' OA.LR 4160 L1 d a O FRAME TO FRAME (2) HTTS w/ (62) i.- 1/Z' NAILS 8 (1)5'8"O AT.R. (SEE NOTE #4) 4375 6090 (2) HTT45 w/ (52)1011/2' NAILS e(1) 5WO AT.R. (SEE NOTE#4) BOOB GFNFFiA, ppNNF(:TIfR NOTFC• 1. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALLS BEAMS W 012d TOENAILS, 2. ALL TRUSS TO TRUSS CONNECTIONS ARE PROVIDED BY TRUSS MANUFACTURER, U.N.O ON PLAN. 3. G.C. MAY USE EITHER SIMPSON OR LISP CONNECTIONS, SEE FRAMING PLAN FOR CONNECTOR CALL OUT. 4. FOR SINGLE PLY TRUSSES, SCAB ON FULL HEIGHT SYP #12"x4"TO TRUSS VERTICAL WEB wl (2) ROWS OF 10d NAILS @ 3" O.C. STAGGERED. 5. MINIMUM A.T.R. EMBEDMENT: ) Be EMBEDMENT FOR IY2' A.TA. 6"EMBEDMENT FOR&W A.T.R. S'EMBEDMENT FOR]/8' A.T.R. AT STEP, DEPTH IS FROM LOWER SLAB. 6. SCAB TRUSS CHORD w/4'-P 2x SYP #2 (MATCH CHORD LUMBER SIZE) W (2) ROWS 10d 04-FROM END & 4" O.C. STAGGERED; CENTER AT CONNECTOR LOCATION AS MUCH AS POSSIBLE. O � m E m ci 0 6 A .x vT g yyyW d `S 15 y Q N y y �'`� �, g€ gg N W _ .� N 00 O A r [i Ed E 4.�8 O yLF�-Z m e Oy9nS w o a Q Q y W a =° Lq Owl 0 c .•. I a a x yy a ,a Z j o 3 3 2 p E E 5 N e 1r4 g 0 p ~ W Id N D: m 0 W ` i III Heil m 0�mp b �+EB^g � ? is 2 d f a 1 � $ " 4 D� N O O Q OO j o 8 WWW.FDSENGCOM ❑. ❑ ❑ OA MINIMAL CONNECTOR UNOON FRAMING PLAN L CONNECTION FOR ALL ROOF / FLOOR TRUSSES TO MASONRY WALLS/ LINTELSI CIF WALLS ONO ON PLAN 2. CONNECTION AT 24 OR 32" O.C. PENDING VERTICALS FOR ALL FLOOR TRU99ES PARALLEL TO MASONRY WALLS SEE DETAIL FB72JD3 FOR MORE INFORMATION 3. CONNECTION FOR ALL HIP JACK (CORNER JACK) TO MASONRY WALLSACF WALLSA.INTELS 4. CONNECTION FOR ALL CONTINUOUS RIM BOARD TO TOP OF MASONRYAT 32" O.0 MAX, WI(2)ATEACH CORNER. G.C.TO VERIFY LOCATION DOES NOT CONFLICT w/TJI (IF APPLICABLE) LAYOUT 5. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALLBEAMB wl (2)12d TONAILS O MINIMAL CONNECTOR ONO ON FRAMING PLAN 1. CONNECTION FOR JACKTRU33 TO WOOD WALL O�.F.A © MINIMAL. CONNECTOR ONO ON FRAMING PLAN i. CONNECTION FORALL TRUSSES TO INTERIORIE)(�WQOIWALLSA�NDIORBEAMS m 10 cD o Z C4 a ROOF FRAMING NOTES 1. SHINGLEaR00FING 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 8" 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 RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY, STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FOS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 n m Z 0'J z 10 a= � 3 13 0 c J a o = N w P E E C3 w 2 o N � nOM w 00 J C L2 vY��' Q rndno �m ®nnnr�s Welu��c � C.M.U. OR ICF WALL 0 METAL DRIP EDGE + SEE T'YP. WALL 2 x SUB -FASCIA o SECTION ALUM FASCIA 2x4 P.T. FASTEN TO _ C.M.U.. W/ 11/2' LONG T-NAILS @ 2'-0" O.C. SECURE! -CHANNEL D01 @ 12" D.C. CONTINUOUS VINYL D01 8'-0" CLCA n G.C. SHALL VERIFY SOFFIT MATERIAL CAPACITY' O RESIST THE DESIGN PRESSURES Y!y SPECIFIED FOR COMPONENTS AND CLADDING; WIND PRESSURE D02 GE01 TYPICAL SOFFIT SUPPORT DETAIL S-4 4 FLORIDA CONTRACTORS LICENSE NO. CRC133014E 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: N m_ 4 o r � m a O`O M s a 0 C eH mUj F LO N O L E N N DD 1n W m v . . • En 0) I- Ile <H 'a W J W = 0 a V Model Name /Number. 1820 „ d aVI Plan Issue Dale: Tuesday, February 25, 2020 KA PROJECT NUMBER: Y 20-1406 • Sheet: /� Of: 0 N M/ ROOF PLAN FILE LINTEL BEAM: — 1 COURSE LINTEL BLOCK W/ 1 # 5 ONSHEARWALL SEGMENT BAR & 3000 PSI GROUT, MIN. 25" LAP (ACI 530) TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. [TOP FILLED CELL: FILL BLK. CELLS WITH 3000 P.S.I. GROUT ONE #5 0 LOCATIONS SHOWN ON THE FOUNDATION CONC. SLAB SEEPLAN AND FLOOR PLAN. FOUNDATION PLANMIN. LAP 25- (ACI 530) FOR MORE INFO OF SLAB MS021 TYPICAL SHEAR WALL SECTION N•T TYP, TIE BEAM W/3000 P.S.I. CONIC. W/1 #5 REBAR CONT. SIMPSON SP4 W/(6) - lOd X 11/2 SP6 OR SPS FOR 2x6 AND 2x8 WALLS all I DOUBLE 2x TOP. PLATE I' STANDARD HOOKS SEE MS05 FOR MORE INFO TYP. FILLED CELL W/3000 I P.S.I. CONIC. W/1 #5 REBAR VERT. fA�NCHORS BEARING WALL HEARWALL IFRAME WALL .M.U. 2 SYP/SPF P.T. W/ /2" X 8° "P' BOLTS OR /2' X 8" EXPANSION ORS OR (8) 3" X 1/4" ONS OR 7/8" HILTI TOFDNIS 2x BASE PLATE SEE PLAN FOR MORE INFO #5 REINF. 20" MIN. LAP BAR 9 #30R#4 REINFORCING Zr�B, BAR #3 A 44 1 AP SPLICE 25" MIN. LAP #5 STD- 90° HOOK #S BAR F ACE SCALER'=1'-O" MINLAP REINFORCING BAR * GRADE 40 U.N.O. #e LAP SPLICE MSO5 REBAR SPLICE DETAIL - GRADE 40 ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2 x 4 1/4' X 2a/x" 12" O.C. 1 2 x 6 1/4" X 2A6" 12" O.C. 2 2 x 8 1/4" X 2Sk" 12" D.Q. 2 NOTE: TAPCONS TO BE 4' FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. :PRECAST LINTEL 11 ou (2). P.T. > BUCKS W/ ; 1/2" O.S.B. BETWEEN ir x FASTEN PT i NAILER TO MASONRY i IF DOUBLE 2X NAILER IS USED, USE 1/4'X 41/2" TAPOONS. SEE OTHER NOTE FOR SPACING REQUIRED MS11 2x BUCK DETAIL N.T.S. FORM & GROUT SOLID '2 Y 8F12-1 B/1 #5 BAR CONT. RM85 12TT LINTEL DETAIL 3/4"caV-O 0 O O O lGi GENERAL NOTES 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THROUGH OUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END ALL RECESSED LINTELS TO HAVE MIN, 8" BEARING EA. END 4. * LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF SMALLER LINTEL IS INSTALLED CONTACT FOR FOR APPROVAL. 5. (a) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. GENERAL CONCRETE LINTEL APPROVED LINTELS: CASTE CRETE, QUALITY PRECAST, LOTTS, PRO-CRErE F=FILLED WITH GROUT/U=UNFILLED pS REBAR AT TOP MIN. IIJ REQ'D R=RECESSED QTY. OF 05 14/2" . , CLEAR OM BOTT LINTEL OF TEE L CAVITY OF LIN � TOP KNOCK GUT i - LNTEL BLOCK COURSE 8F16-1B/1T � g LOMINIL ROUT QUAMIttOFIDTH #5 REBAR AT #b REBAR AT BOTTOM OF ,#5 ° LINTEL CAVITY HEIGHT TTOM REINFORCING 76 8 ACTUAL PROVIDED IN UNTEL (VMIES) TYPE DESIGNATION 8" NOMINAL WIO1H GFNFRAI. CONCRFTFIINTFL UULU AI 9 GFNFRAI INSTAI I ATION NOTES 1. Pc precast Ilmels = 3500 psi 1. ProAde full moiler head and bed joints. 2, fc prestressed lintels =WW psi. 2. Shore filled hmNs as required. 3. grouted per ASTM C476 fg = SOLID pN w/ 3. Installation of lintel must campy with the architectural andlor axofteal draNngs. 4. maximum 3/8" Aggregate end 8" m 11" sharp. 4. U-Umels are menufaclured with 51/2" long notches a Me ends m amonn'nodate 5. Concrete masonry units (CIAO) per ASTM CSO w/ ver ical w11 sonfoming and grouting. minimum net aura mmonstaf a strength =1SG0 pal. S. All Iimis meet or exceed L/360 vertical deflection, except Ihntels 17'+4" and 6. Rates, P, ASTM A615 Grade 60. longef wl{h a nominal hegint of 8" meat of exceed L/180. Prestressing Attend Dar ASTM A416 grade 6. Sottom field added rebar to be Warted et the hottan of the lintel cavity. 7. 270 tow relaxation. 7. 71321 diameter who stir Ise are welded to the baUom steel for mechanical anchorage. 7/32 wire pa ASRA A510. & Noe-i Itace concrete may be provided in cormosite Iintol In Ileu of corrcmte S. Mats, par ASTM C27D type M or S. MOMMyunl(s. H. Safe load ratings based on rational design anayeis par ACI Slug and ACI SSG, 10. Ford$ Product Approval No. i66.1 21. The emedor surface of latele ine ailed in "e for concrete mesonl, wells shell have e coating of aWcco in accordance with ASTM C826 or other appraed meting. LPflw, 12. Limele katlatl aimuaerreoua1, with witcal (grwiy and uplift) and horiaontal (lateral) Dads ahoud be checked for mmblw lwding wit) the following equation: Applied wit" load Applied halmntsl load a 1.0 Safe watcal load Safe hotmmal Toed WOO WOO 9O 8RFBGB/1T 8F"B/1T O © O O O .' 8RF1A4B/1T SPS&SB/1T 40. O O © co8F20-1B/1T. SRF22-18/1T 8F241B/1T ©. 8F2818/1T O 0 8F32 1B/1T 0 I `aV,1TT 11111118�,� m°°�\� e� r Pv • �S 'ram'. N N 87864 * 04 a • S pig CF '�'» m (V F�- a o w Z m 10 c Q o nrL ^ N UI E E VO — om g` w o TN c mtr� $ Cn �1 ydy M gU 12C4E 'w Opo t t 00 v H .. L) p m c ado loQ Q rnom Qm DAMS HOMES C • FLORIDA CONTRACTORS LICENSE NO. CRC1330146 d 3000 OULFBREEZE PARKWAY 9 OULFBREEZE, FLORIDA 32563 a DIVISION LOCATION: € PORT ST. LUCIE PRECAST "U" LINTEL W/ 3000PSI CONIC. GROUT SHALL BE FLUSH a AT OPENINGS SEE GENERAL CONCRETE WRH TOP OF WALL EVI Job Information:. LINTEL SCHEDULE FOR REQUIRED a REINFORCEMENT HURRICANE R R N ANCHORS HOOK 5FO HOOK 3 (TYPO APO =.': M 3 a V i 5� !'�l1 Via`" • - 6 T N W a STD. SO DEGREE % OF7DP NI BOTH SIDES ANGLE 3000 P S I p OF OPENING U.N.O. CONC. W/1 #5 DI77. TYP. BOND BEAM [L REBAR S" x 8" x 16" K.O. S ` GLO d a PROVIDE KNOCK4W LINTEL BLOCK - 0 BLOCK FOR FIRST FILL W/3000 P.8.1. W y0.. G r} COMPLETE CMU COURSE CONC. W/1 #5 DIA. F N CV) SILL & FILL SOLD REBAR N m W/ (1) #6 BAR FOR ALL > f0 m C WINDOW OPENINGS e'6" S' • e AND LARGE N. y INDICATES FILLED S" x 8" x 16' CELL FROM FTG. TO a U cl d BEAM WITH 1 #5 CMU U.N.O. BAR MIN. O C) li 46 Jm(n(n Model Name / Number. 1 1820 TYP: DOWEL 25" i MIN. LAP (ACI 530) V Plan Issue Date: Tuesday, February 25, 2020 ' ' • g � KA PROJECT NUMBER: LINTEL PLAN S� PODNDATK N p� ..... .. � 20-IL4'06 SEE FOUNDATION SCALE: 1/4" = 1'-0" FQB LocATIONS $ PLAN Do Sheet'. I Of: ALL ELEVATIONS � "® L N MS01 BLOCK WALL REINFORCEMENT N.T.S.tin LINTEL PLAN FILE Loury % 1 C r 2x6 #2 SYP P.T. 0 SIMPSON HETA 16 W/ (2) 1/2'x5" EACH END SEE FLOOR PLAN WEDGEANCHOR 0 FOR BEAM SPEC. OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X ° 1 1/2" STEEL LAG BOLT Gr'"'. 8 W/ WASHER. MIN. 6 PER ( r •;' d a TRACK TO JAMB. `. Z. • , • • m .vZ. m i y 5 1 /2" DIA. x 8" 0 O 1/2" X 8" A.B. W/2" O n o "J" BOLTS WASHERS SET] N 0 FILLED CELL W/#5 TYP. FILLED CELL N ERTICAL MIN. 5 PER JAMB. o V�k L SECTIONAL m ® OVERHEAD N DOOR P.T. #2 7 o x ° WOOD SYP 2" X 6" �( v TRIM o '. c etppll lllltl��!!! t0 TO r. N F �i a� E 2"x6" P.T. WOOD JAMB 04 DOOR AND CONNECTION PERui GARAGE DOOR MANUFACTURER GARAGE SLAB w —o OF TYP. GARAGE DOOR t 3 S T A • co �^OR\4'�1�1 a TRACK MOUNTING DETAIL !!!V�/ , o o `Gp ¢ c !!8A C Pv Y� T `P111111. NOTE: DETAIL CD22 / S-2 MAY BE SUBSITUTED FOR THIS r tp m DETAIL - UNLESS NOTED OTHERWISE m n F- MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.r.s. 2 CD21 ENTRY CMU COLUMN/BEAM a 0 c m 10 g 81.o W c•-io W g� C I toro00 ti it iF ik t0 _ ��4 �Z t^V to LL LL LL O�'��p yNy ��yG Ci Qy(imo N'C N O OML a �U/I W "P� BLOWN -IN R-30 INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH a s° a Q 0 a a: Z a €°� z `m a 3 Z BLOWN -IN R-30 INSULATION PER PERMIT APPLICATION PROVIDE BAFFLES °' ami �' '-o, `" n ° ¢" c ^ O O FBC AND ENERGY FORM SUBMITTED AT EAVES (FOR VENTED ATTICS) 12 m .III gR o m m m o 12 WITH PERMIT APPLICATION FIBERGLASS SHINGLES OR TILE ROOF (PER ELEVATION) c ` d „ "� o LLZ N m r ¢ g a �' p PROVIDE BAFFLES AT EAVES SEE PLAN SEE PLAN OVER APPROVED UNDERLAYMENT . � E A g" ffiz v J 0 0 ¢ y Z ¢ p p (FOR VENTED ATTICS) PER FBCR 905.1.1 OVER APA n o FIBERGLASS SHINGLES OR PRE ENGINEERED WOOD RATED STRUCTURAL SHEATHING TRUSSES @ 24" O.C. m ¢, �%IL ,� " WWIY.FDSENG.COM ❑ ❑ ❑ TILE ROOF (PER ELEVATION) OVER APPOVED UNDERLAYMENT ( SEE STRUCTURAL NOTES FASTENED TO TRUSSES PER ROOF sa P m m � n ` o PER FBCR 905.1.1 OVER APA i I NAILING SCHEDULE) 1 «y z Z N io (�i RATED STRUCTURAL SHEATHING PRE-ENG. WOOD , TRUSS ANCHOR (SEE PLAN) a /J z m •o TRUSSES @ 24" O.C. (SEE STRUCTURAL NOTES FASTENED TO TRUSSES PER ROOF ' '` - _ SEE PLAN FOR — - BRG. FIT. - ` ///�� Z a Q Q Q O ' NAILING SCHEDULEDRYWALL--2• ) 1 TRUSS ANCHOR SEE PLAN ( ) 1/2" • ; FELT PAPER " . v METAL DRIP EDGE y a o J LL LL m TO BE INSTALLED ON OU75IDE E TRUSS PLATE m ° _ z 0 v J Z o '� FACE - h .�_J.h_ r, _ _ _ _ 3/4" P.T. NAILER 2X SUBFASCIA TYP. FRAME FOR BUILT-UP ( ) RNERS min (3) 2x4 OR to (9 a - N ' t DRIP GE SEE ARCH. 1/2" DRYWALL PLANS 4x04 w/ 2x4 POST UNDER EAMETAL w CURTAIN TE OF SUPPORTING (^,W1� uo w CO DRYWALL CONNECT ALL 2x STUD 2X SUBFASCIA P T @ WINDOWS S.G.D. n W/(1)LINTEL BLOCK#5 DIA. REBAR & O.H. AKEEP IN ND LATH WITHOFINISHATHING NOAIDLED w/ 8d NAILS @ 6"M W m °m° TO TOP PLATE WITH (4) „ � N � 0 m 16d TOENAILS SOFFIT. SEE ARCH. SEE ELEV. 3000 PSI CONCRETE (TYP.) ALL SIDES / i (TYP.) FRAME FOR COR- V. a �m r6 cn PLANS _ PRECAST "U" LINTEL 0 / oO �J O° \ NERS FOR NON LOAD i6 a w o` N o O v' 1/2" DRYWALL SEE PLAN FOR HEADER SIZE SEE SCHEDULE u ° ".4 ti BEARING SIDES NAILED / v A = o r Y - m y`� v w/ 16d NAILS @ 8" O.C. N U 11 00°a v c C \ ^ O 4 rn o o aim OPTION, 15/32" OSB EXPOSURE I ON 1/2" X 8" J-BOLTS \ m O.H. EXT. WALL W/ ALL EDGES BLOCKED. MAXIMUM OF (3) - 2X PLATES MAY BE \ (TYP.)4 COURSE HIGH A.F.F. (1) CENTERED EA. ( ) c 4 DAMS HOMES ADDED BELOW THE HEADER W/ EACH SEE ELEV. SEE TBI3 FOR NAIL ATTACHMENT. SIDE w/2" WASHERS \ i CMU BASE FILLED w/ CONC b '' PLY ATTACHED W/ (2) ROWS OF l6d (OPTION) STAPLE: 16 GA. 1 f n w/ (4) VERTICAL RENF w (TYP.) / • _ -' - "` -' ""' FIELD. NAILS AT 8" O.C. STAPLE @ 2" O.0 EDGES AND FIELD. NOTE: 44" MAX. SILL HGT. ON n FILL CELL -(1) #5 DIA. HOOKS INTO FiG & AT TOP .0 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 ALL BEDROOM WINDOWS. '' REBAR W/ 3000 PSI CONC. ALL LOCATIONS PLAN AI -Al of COLUMN 5 3000 GULFBREEZE PARKWAY VINYL FRAMED WINDOW w/ SCREEN n SHOWN ON FOUNDATION c GULFBREEZE, FLORIDA 32563 (G.C. TO VERIFY W/ FLOOR PLAN & FLOOR PLANS u a DIVISION LOCATION: LOCATION OF OPENINGS IN t" P s EXTERIOR WOOD WALLS. IF NO w SIA SEE FLOOR PLAN PORT ST. LUCIE OPENINGS ARE INDICATED, FULL Y w/11-10d 1-10d TO B BEAMM FOR BEAM SPEC. z Job Information: STUDS ARE REQUIRED). & TO FRAME BELOW H NOTE: 44" MAX. SILL HGT. ON N ALL BEDROOM WINDOWS. VINYL FRAMED WINDOW 'bc° WINDOW STOOL n W/ SCREEN CEMENTITIOUS DECORATIVE FINISH 7/8" THICK PER ASTM PER SPECS r' PRECAST CONC SILL , m or C-926-98A H i m PAPER BACKED FOIL R-4.1 2X STUDS (SEE FLOOR PLAN FOR MORE INFORMATION). SEE TB13 INSULATION AT CMU BLOCK WALL u PER FBC AND ENERGY FORM V 1/2" DRYWALL , EXTERIOR FINISH - SUBMITTED WITH PERMIT V d O ON SHEET 6 FOR NAILING INFORMATION FOR (SEE ELEVATIONS) APPLICATION , a $ Z N d R-13 INSULATION AT EXTERIOR WALL SHEATHING. WOOD FRAME WALL PER FBC P.T. 2X #2 SYP. BASE PLATE 1 x 2 P.T FURRING FTG. DOWEL #5 DIA. REBAR 1 x 4 P.T. 17" IN CONCRETE - 25" N N [•7 AND ENERGY FORM SUBMITTED w/ 1/2 x 8 A.B. (OR 1/2" x 8" TITEN WITH PERMIT APPLICATION BASE NAILER EXTEND (ACI 530) ABOVE SLAB. ALL LOCATIONS SHOWN SIMPSON HETA20 ' BUILT-UP CORNER MIN 2x4 E o > +O+ m N Gi HD w/2" WASHER AT 32" O.C. WOOD BASE /10-10d TO COLUMN Al Al cD � Lo i WOOD BASE MIN. 6" FROM END - SEE WS07 ON FOUNDATION PLAN OR 4x4 POST w 2x4 UNDER POST ND y m m FOR TERMITE SHIELD SEE FOUNDATION PLAN , FOR EACH END OF BEAM 1 FOR SLAB INFORMATION _ TOP of SLAB _ _ SSEEFOUNDALAB INFORMATION TOP OF SLAB__ ' NOTE: 2 X 4 P.T. PLATE ' `� p _ J Lj,l M O OJ L0 BOTTOM STRAPS MUST BE + 00 m * \ o INSTALLED ON INSIDE OF m Model Name/ Number: .° GRADE GRADE COLUMN. DO NOT BEND -r�,,N • ° rn 1820 STRAPS UNDER PLATE. „ �r •"��° e ° CLEAN 3 �' 'SEE PLAN FOR t PLACE STRAPS IN FILL\qa COMPACTED RE QUANTITIES CELLS w #5 REBAR / ' ` (TYP.)4 COURSE HIGH CMU BASE m FILL ; . -BAR , , . ;, .' •° FILLED w/ CONC - SEE PLAN FOR a h Plan Issue Date: Tuesday, February 25, 2020 Ir • • SIZE. TOP OF COLUMN BASE - a SEE FOUNDATION PLAN SEE PLAN \—SEE FOUNDATION -{�ti 2'-0" AFF •' ' ' c KA PROJECT NUMBER: 16" FOR FTG REQUIR€MENTS PLAN y y Y 20-1406 NOTE: DETAIL CD21 / 5-2 MAY BE SUBSITUTED FOR THIS DETAIL - UNLKSS.NOTED OTHERWISE T o Sheet: CD22 ENTRY CMU COLUMN BASE W/ FRAME ABOVE N.rs. WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4°=r-o" WS01 TYPICAL WALL SECTION - 8" CMU 3/4"=1'-0" s TYPICAL FRAMING aF AILS riLM WHEN REQ'D RECESSED PRE -CAST LINTEL 8" D BLOCK TIEBEAM WA1) #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 ACLIP EACH TRUSS ANCHORS TO 2x8 (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE At LINTEL (SEE PLAN) •� EXTERIOR SHEATHING 7/16" O.S.B. 2x8 W/ (3) 12d ' , EA. SIDE TOENAILS EACH END ATTACHED PER NAILING 1 N SCHEDULE T613 ON SHEET 6 STUD ANCHORING: 2X BLK'G. 7/16" OSS W/ 6d STUD TO TOP PLATE: c TO O.S.B. NAILS @ 16" O.C. R-13 INSULATION AT EXTERIOR ' SIMPSON SP4 10 yV/ 2 - gd TO SIDE &TOP NAILER AND ENERGY FORM SUBMITTED WOOD FRAME WALL PER FBC ; N EA. END WITH PERMIT APPLICATION 2 X 4 SPF Y 2x4 SPF CONTINUOUS (WHEN EXTERIOR WALL IS AT 16" O.C. c EDGE VIEW BLOCKING ATTACHED EXPOSED TO INTERIOR SPACE) .N TO 7/16"OSS W/(2)8d 2 X 4 P.T. � STUD TO BOT PLATE: m NAILS. SEE DETAIL ABOVE SIMPSON SP4 g i c at 2x BUCKS SEE MS11 LINTEL ��• 1/2" X 8" m FOR MORE INFO v NOTE: HOLD FRAMING 1/2" ANCHOR BOLT BACK FROM FACE OF BLOCK @ 32" O.C. a d FOR SHEATING TO BE FLUSH WINDOW OR DOOR OPN'G WITH BLOCK FACE $ 8" CMU WALL 5 0 $ 3 yyAye� rope/ N.T.S. E ..••° / �� WF01 DETAIL @ ARCH WINDOW FRAMING WF21 KNEEWALL @ENTRY FRONT WALL 3/a"=ro" ``�c-, . \G 's� Fs'10 N m >. i PROVIDE 2x4 ON TO o '. � OF 2x8 TO BLOCK OUT 2 ROWS 12d @ 3 a * • f0 !!/� TOP PLATE ATTACH W/ 3" O.C. OUBLE 2x4 e OF -Q (2) 12d NAILS O.C. TOP PLATE Li STRUCTURAL SHEATHING (SOLID BLOCK w/ 2x6) _ e.'t'`„�.,. v��, NO 7/16" MIN. NAILED W/ 8d 2x4 STUD ag"4f, d 'ae2''f (J.i4 f� ` � ` 0 COMMONS @ 3" O.C. @ +IFyal�il{yes,'. :3 EDGE & 6" O.C. FIELD RUN PER PLAN w H ` FULL SHEET FROM 2x4 BEYOND AGAINST 2x8 STUDS OP SPLICE BOTTOM OF FALSE BEAM NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OUBLE 2x8 SEE GE05 FOR TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. TOP PLATE m STANDARD �� I ` SIDE TYP. TOE NAIILS MAYBE SUBSTITUTED W/ 2x8 STUD 9 GABLE END �� l (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN FRAMING `\ I�`\ *OP PLATE W 8d 2 1 2" x 0.131 NAILS (SIM. w/ 2x6 tO NOT REQ'D. WHEN QT SYSTEM IS APPLIED 1STUDS) 2x4 w/ 2 ROWS OF c a € W (0 w ND 12d NAILS @ 3" O.C. m s WOOD BEAM SEE g =_ w E W m N 00 • TOP PLATE TRANSITION SIMPSONHUC410OR(2) _• 1- OD m ` c7 PLAN FOR SIZE i1 s , • HUC210 h S�" PIPE OR DUCT w/ OUBLE 12d TO BUILT-UP COLUMN a�,� o N a + +I ,g PENETRATION THRU TOP SPLICE i ii '� m' �°-"� r• '� a m c w ()PZORT OR 4x4 W/ (2COLUMN }lOd MIN. 8 Q " C3 TOP PLATE w/ MORE B N LL ui I, •I ' NAILS @ 8" O.C. EACH PLY f• 5 M a THAN 50% OF TOP a w w rn O @3''OSC.2d (SHOWN AS ��z Z €\a z o: 2X TOP PLATE TO I o PLATE WIDTH INSTALL ' " ,.� aims d GABLE END W/ 16d SIMPSON PSPN516Z ' J (2) SIMPSON HETA20's 0 -$` • o G °' " 6 O OF NAILS @ 6" O.C. a w/ (12) 16d NAILS TYP. �" , �, " W'� m g ¢ m o TOP & BOTT. W/(12)-16d EA. TO COL, Y - W f ,8 m m ALT: (2) MSTAM36 STRAPS o - g + j + NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS BOTTOM SPLICE TYPICAL BLOCK - , , CENTERED w/ (13)-lOd NAILS• c W CI o" � 0 v: + asnraa + + TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. OVER STUD WALL `<,. ' Ea TO COL. o. F $ �' Z a. °o O.C. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ '",` TIE BEAM 2X4 STUDS @ 24" n •.�. WA�v.FDSENG.co W 1111 El(1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO 0 a ' S s - W/ SINGLE BASE & TOP `'.o $ TOP PLATE W 8PLATE W/ d 2 1 2" x 0.131 NAILS ,n SHEATHING +NOT REQ'D. WHEN QT SYSTEM IS APPLIED m ` Z n WCOVERING NOTE: y Z M o PLATE LENGTHS MUST BE AT z m 10 O LEAST 8'-0" LONG. TYPICAL c 1 Q tL W J cz GE15 FALSE BEAM AT GABLE END N"T"S• WF17 TOP PLATE SPLICE DETAIL 3/4"=1'-0" CD04 BEAM @ RAISED ENTRY MASONRY WALL N.T.S. �7 n n z n !, l 1� �J 1� 2x8 SYP #2 �M w E v ii �� o TOP & BOTTOM U 0 " ATTACHED W/ e ' ( /� m m (1) ROW 16d 2x6 SYP. #2 WW ° NAILS @ 16 O.C. RIPPED E w O m v BOX HEADER DETAIL Noy * CRIPPLES MAY/MAY NOT BE PRESENT. ®C " v c IIII Q o n IF ONLY r1) KING 7/16" O.S.B. VERIFY HEADER ELEVATIONI PIN[ A v (1) JACK USED AT tJA. glut Q EACH SIDE OF 2X BLK'G. TO O.S.B. OPENING G.C. TO W W/ 2 - 8d !r INSTALL (3) TITEN HD. EA. END (2) 2 x 4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x 6 LAMINATIONS W/ (2) 5/8" x 8" EQUALY SPACED ROW OF STAGGERED 10d COMMON WIRE NAILS ROWS OF STAGGERED 16d COMMON WIRE NAILS ROWS OF STAGGERED 16tl COMMON WIRE NAILS PER SIDE INTO CMU AT — (D = 0.148", L= 3") OR EQUAL (ONE INTO EACH OUTSIDE FACE) (D=O.162•, L=3-1/2")OR EQUAL (ONE INTO EACH OUTSIDE FACE) (D=0.162",L=3-1/2•)OR EQUAL JACK TO HEADER, NO BASE EDGE VIEW � ��IJAMb 1'9VMC9i -° FLORIDA CONTRACTORS LICENSE NO. CRC1330146 75 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 a DIVISION LOCATION: NOTES' CONNECTOR REQUIRED PORT ST. LUCIE 1) ADJACENT NAILS ARE DRIVEN MGM 3) FOR 4PLV, PROVIDE 1/4"DIA. x 61/2" LAO OPPOSITE SIDES OF THE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) 2) ALL NAILS PENETRATE AT LEAST 3/4' OF 4) REFER TO NOS SECTION 15.3 FOR ( ) 16d SEE PLAN THE THICKNESS OF THE LAST UMINARON. ADDITIONAL INFO. SP4 AT COMMON 2X CRIPPLES @161, C. SEE SCHEDULE w Job Information: NAILS(TYP) WLL 24" D.C. W/ SIMPSON SP2 TYP: •"" 1 2 WF37 TYPICAL COLUMNS DETAILS N.T.S. HGT. TOP AND BOTTOM 2-ROWS 12d NAILS ° STAGGERED @ FOR OVERHANGS GREATER THAN • : FILL 1ST. 4 COURSES 11/2" CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) •J" F.F. OVERHANG •Y" CMU FOR OVERHANGS BETWEEN 5/8" TO 11/2" M MGM -it• . , B . . LOCATION—,,, 101 wRAFIF MR " • • • • • ... lip • ! • • • ! BOX HEADER EACH • HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL ]ACKS KINGS JACKS KINGS SIZE EA END EA END EA END EA END LESS THAN 4' (1) (2) 1) (2) >4' BUT <9' (2) (3) (2) (2) 10'-0" - 16' 3 4 3 4 HEADER ANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE NO. & SIZE OF & GRADE RAFTER TIES EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE 12" O/C EACH a WHEN STUD LENGTH IS LESS THAN 12" USE FACE OR 3-ROWS 12d NAILS STAGGERED o LSTA30 STRAPS AT EACH @12"O/C FOR 2x10 M STUD WRAPPED OVER OR GREATER HEADER O TOP PLATE & NAILED o TO HEADER EACH SIDE " IIIINNIN— FILL ALL HOLES IN DOUBLE 2 x #2 a O STRAP S.Y.P. HEADER W/ z 0 14 1/2" FLITCH PLATE _g - O 14 10d NAILS @ HEADER. (U.N.O.) W C W M 8" O/C TYP, E y I IN,FILLING AND BLOCKING AS I LO � m CID 2 x 4 REQUIRED FASTENED TO o 0 CRIPPLE STUD HEADER W/(2) ROWS ami Z W a TYPICAL (U.N.O.) OF 12d @ 16" O/C UNLESS = O J LL.I f'1 a NOTED OTHERWISE N .J m v/ ' ^ ' v^ Ln LL. / 2 x4 STUDS TYP. 0 m Model Name / Number: 1820 SIMPSON HTT4 W/ (18) ti c CMU 16d NAILS &A 5/8" m EXPANSION ANCHOR Plan Issue Date: W/ 6" EMBEDMENT U.N.O. Tuesday, February 25, 2020 o�ryjR OR 8 112" AT GARAGE � STEP DOWN ` PROJECT NUMBER:ONS '* *HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING P.T. 80T. PLATE m m NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ'D. WALLS WITHOUT UPLIFT d 20-1406 WINDOW OR DOOR OPN'G a) Sheet: S-3 or: MS18 RETROFIT WALL OVERHANG DETAIL N.T.S. WF39 TRANSOM DETAIL AT ENTRY 1/2"=1'-O" WF09 WALL HEADER DETAIL N.T.S. 0 3 TYPICAL WALL DETAILS U ' *DIAGONAL SPACED AT 20'-0" O.C. MAX I f ) SAME SPACING AS BOTTOM CHORD LATERAL BRACING DROP GABLE END TRUSS & 2x OUT LOOK RAFTERS FOR OVERHANG GREATER THAN I TO BE LESS THAN 12". ATTACH 2x OUTLOOKER @ 24" O.C. TO TRUSS WITH MTS12. FOR OR EQUAL TO 450 O.H.UNDER -SPACE OUTLOOKER BLOCKS @ 24" O.C. NO STRAPS REQUIRED. I I� MINIMUM 2"x4" �"" Sd NAILS @ 4" Q.C' SHEATHING, -" CROSS BRACING T - 2x4 SYP BLOCKING FOR SHEATHING,SEE TB13 (SEE PLAN FOR _ ' ` '" - BETWEEN TRUSSES @ 48" LOCATION) —''' -' BLOCKING O.C. MAX. FASTEN TO EA. 2x4 SYP L BRACE FOR TRUSS w/ 3-12d NAILS EA. GABLES 3'-0" TO 5'41" TALL. Z -' END 2x6 SYP L BRACE FOR APPROXP8 FROM RIDGE GABLES 6'-0" AND TALLER. •- THEN 48" O.C. AFTER. NAIL w/ ATTACH LBRACE w/ 3-12d @ EACH FND & @ 12d NAILS @ 4" O.C. G • ` CROSSING AT 45 ANGLE. ABLE TR h i `' (NOT REQ'D WHEN GABLE IS FASTEN 1 SIM ON HGA10 1 2x4 #2 SYP BLOCK AT 4'-1" OR SHORTER) ( ) m ' ONT 2x BRACE CONNECTOR FROM BRACE LOCATION. FASTEN TO C 4 SYP SPANNIN 4 G o y - � TRUSS BAYS (8'-0") NAILED DIAGONAL BRACE TO SILL PLATE w/ lOd @ 3" O.C. y a ' (3) 12d _ W/ 3-12d TO CHORD (MIN LOCK/PLATE I NAIL GABLE TRUSS PER JOINT 1ST 4 BAYS)DNO TO TOP PLATE w/ ' 16d NAILS @ 4" O.C. w CONTINUOUS LATERAL BRACING- 2x8 .T. PLATE BOLT Y DQ NAIL OVER X-BRACE AS SHOWN- - a 4 BAYS AT 48" D.C.CHOMIN. INSTALL BLKG. AT TRUSS WEBS KNOCK OUT COURSE ° CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING X BRACING - 2x4 SPF OR SYP co w/ (3) 12d @ EACH TRUSS WEB MASONRY WALL .N a NAIL TOP OF "T" TO GABLE ROOF SHEATHING, SEE c TRUSS w/ 2-12d AND 1 I T613 FOR ATTACHMENT SIMPSON H8 w/ I OVER JACK TRUSSES, SEE PLAN. 3 y TB01 TYPICAL CROSS BRACING DETAIL N.T.s. TB02 TYPICAL CROSS BRACING DETAIL N.T.S. 10-10dx11/2" NAILS FASTEN (1) SIMPSON HGA10 @ 48" O.C. w/ 8 1/4"x1 1/2" x r PROVIDE 2X4 MIN. BLOCKING AT SDS WOOD SCREWS GABLE 2x4 BLOCKING w/ 2-12d TOENAILS NAIL TOP OF "T' c et�ort I Very ejBO� CENTER LINE OF HIP/RIDGE, TYP. END TO TOP PLATE / BEAM TO GABLE TRUSS w. 2-12d 3 a°�A L (� ITo BETWEEN TRUSSES W/ (2) 12D FRAMED WALL OR BEAM AND 1-SIMPSON H8 w/ >s NAILS EACH END TO TRUSS TOP BELOW, SEE PLAN. 10d x 1 1/2" NAILS b4.` c� -� C rv• ;4�Cs�is N CHORD @ WOOD FRAMED WALL C«� DUTCH GABLE E w �. b v. g71364 N N : •* ~'ic: TYP. ` *.�'� ±. N 0 GEOI GABLE END BRACING N.T.S. A TRUSS ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING 3 �� . of T TRUCTURAL WOOD TRUSSES AT ONE TRUSS 6" OVERLAP o '��n,�" A ------ m \OP ��'C�r �'�oi "•��`� G.T. SHEATHING c >; ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 ;, i��ery� �,\��` TOP CHORD WHEN REQ'D NAIL TO TOP CHORD Y w TO PREVENT SHEATHING ACK - - - - - OF HIPPED TRUSS W/ a SPAN FROM EXCEEDING TRUSSE HIP 12d NAILS @ 6" O.C. MAX 24" SPAN (EITHER G.T a SIDE OR BOTH IF REQ'D) ROOF (2) 12D NAILS MINIMUM (3) 12d AT 12" O.C. MAX PER JOINT MINIMUM 2"x4" SPF OR v v 2 a 000 SHEATHING SEE * SPACED AT 10'-0" MAX SYP TRUSS BRACING PLAN '° 5 w W € $L13 Q 0 6 LL 2X4 BLOCKING N ,E��i'w'0 foVV mmmd BETWEEN TRUSSES HIP TRUSS x $'!Ii�Nct"v `o d Uj SECT. AA o d S¢ u5`0" Fe zwyq.5 a w w ..9o� 3 z 0 TB03 HIP /RIDGE BLOCKING DETAIL N T s TB04 TRUSS BRACING OVERLAP DETAIL (TYP) N.T.S. LL�mW omm0 Z LL OO a.oa.Iz cJ of � 2 y r @ m W .FDSENGXOM ❑ ❑ ❑ N LO z cn TRUSS NOTES: 5 �I �j 1 Q o 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP3-2014 `j, f (TRUSS PLATE INSTITUTEI NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND 3 BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES, THIS CONSTRUCTION LOAD SHOULD BE LIMITED d c z 0 TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OFANY qo. CONSTRUCTION MATERIAL ISUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT o EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL y W'~ w � LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. /� ,O 0 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION. U 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. SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. E m �E 2 ((�) 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SEE TYP. TRUSS BLOCKING DETAILS c �� V A N SHEATHING " c E w O O ��/\ �/ 3 TO 4 TRUSS 2x4 AS SHOWN ALTERNATE 0 y = O N� ^ 0M TRUSS SPACES DIRECTION C -T Q m o W Q W RUS y m A DAMS HOMES VERTICAL SCAB 2X6 #2 SPF 48" O.C. SEE W/(4)12d TOP &BOTTOM OR H5 TRUSS (2}1 NAILS c OR HCLR/LL IN PLACE OF(4)10D SECTION TO TRUSS REQUIRED ®RAKERS GREATER THAN 8'-0" &B ° FLORIDA CONTRACTORS LICENSE NO. CRC1330146 •••• v 3000 GULFBREE2E PARKWAY SEE PLAN OUBLE TOP DOUBLE SEE STRUCTURAL NOTES AND NAILING w GULFBREEZE, FLORIDA 32563 PLATE TOP PLATE PRE{NG. TRUSS SECTION B-B SCHEDULE FOR SHEATHING DETAILS a DIVISION LocnrloN: zx siu0 WALL VARIES w ROOF r SEE PLAN SLOPE •N / - d PORT ST. LUCIE CONV. FRAMED RIDGE MAY BE NAILED W/ MIN. VERTICAL SCAB 2X6 #2 \ \ 2X4 SPF BLOCKING / / Job Information: (4) 12d WHEN IT LANDS SPF 48" O.C. W/ (4)12d NEXT TO PRE-ENG. TRUSS \ / \ BETWEEN TRUSSES / \ 2x8 BLKING. NAILED @ EACH TOP & BOTTOM OR H5 OR \ @ 48" O.C. MAX. SIDE W/ (3) 12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12tl B REQUIRED w/ (2) MTS12'S REQUIRED @ RAKERS GREATER \ \ / M THAN 8'-0" \ 2x4 SPF BRACE \ / @ 48" O.C. - NAIL w/(4) \ COLLAR TIE \ 12d AT EACH END & M SHEATHIN RAFTER Id \ \ ALTERNATE DIRECTION .o O \ \ o 2X4 BLOCKING BETWEEN CB BEVEL CUTS \ TRUSSES W/ (2) 12d NAILS @ EACH END, CONT. EACH BAY (OPTIONAL) a N v B TB 2X4 SPF W/ (2) #7X3-1/2" / / TRUSSES ¢ O a) O ALTERNATING DB WOOD SCREW EACH TRUSS / / SEE PLAN _ 1 I, 1 BLOCKING OR HS @ 48" O.C. / / 2 • ■ i a M PRE-ENG. TRUSS / / m CONT. ROOF SHEATHING AT TRUSS TOP \ / / o y d3 :O C U STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP. _ /y�� (p y d SEE PLAN FOR CONNECTION SIMPSON A34 OR \ \ / / n°'@ • c{ 2X4 P.T. BLOCKING BETWEEN a (USP MP4) @ \ \ / / o O J ui M O LO TRUSSES W/ (2}12d NAILS @ DIAGONAL WOOD 2x8 #2 SYP RIDGE BEAM AT 8'-0" 2'-0" ON CENTER \ \ / / LL J EACH END TRUSS MAX.. 2x6 RAFTERS @ 2'-0"O.C. 2X4 SPF BLOCKING \ /\ / BETWEEN TRUSSES w '� MAX. w/ (3) 12d COMMON X V (324" O.C. rn V Model Name/ Number: WALL BELOW TOENAILS TO RIDGE BEAM RAKERS FOR SPANS LESS THAN \ / \ ND (TYP.) (3)12d EA. END (TYP.) (SEE PLANS FOR TYPE) 2'-0" O.C. MAX W CDE MASONRY 4 (G / ' •\ SEE PLAN 1820 M@ I BE COMMON TOE NAILS TO RIDGE BEAM 2X4 CONT. AT STEEL OR WOOD y N Vi Plan Issue Date: T & B CHORD BEARING SUPPORT .� TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/2"SPACE Tuesday, February 25, 2020 @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING c � KA PROJECT NUMBER: SEE PLAN FOR MORE SHEATHING m INFORMATION 20-1406 .. 2x4 S.Y.P. Sheet: Of: @ 16" O.C. rn ti N TB15 EXTERIOR NON -BEARING WALL DETAIL N.T.S. T11306 BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.s. ROOF FRAMING T 4 0 AND BRACING DETAILS CC t� THERMA-TRU INSTALLATION KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling increases structural perforrnance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 11/4" EMBEDMENT INTO THE MASONRY JAMBS. SPA EVE LN 6" 6" SINGLE DOOR �n SPA EVE SINGLE DOOR W SIDELITE 6„ 3" v o 3" 3a 3" 3" 3" III _ I11 f I., 3„1`6 3" 3" 3 3" 6" 6' DOUBLE DOOR W/ SIDELITES ;PACE VENLY 6' SINGLE DOOR W/ SIDELITES f 16-1 34 3„ 16n DOUBLE DOOR LOCATION OF BARRIER TO BE 1'-011 IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE / FILLED PVC. PIPE. O TOP OF SLAB 00 Z 1 -II IN lib, H ° 1 f - Ir - Ir C) z I ' 16" MIN. DIAMETER ! CONCRETE FOOTING PROTECTION BARRIER DETAIL L� SPACE EVENLY i Foot Oenµ Save 7" pieces to use In valley centerline SHINGLE INSTALLATION GUIDE a s^ a ....... ................. 1^ SEALIM L E NAIL SHINGLES W/ SS OR 12 GAUGE ROOFING NAILS. 3/B" MIN HEADS. 6 PER SHINGLE. o�OacM P U ``A" Asap Wise C."'. � � s G Sid �tse 2vd 1��GOP 29" ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY TEXTURED, PAINTED BEHIND FLASHING LOCATIONS) EXTER. WALL FINISH AND EXTENDING A MINIMUM OF 6^ ABOVE 6" X 6' H GALV. VERTICAL RISE OF FLASHING VERTICAL WALL FLASHING CONT. AT KNEEWALL T ENTRY PLASTER ST SEALANT ROOF SHINGLES i 6" X B' H GALV. FLASHING C,NT.,IT w FLASHING DETAILS 6" HORIZ. NOTE: THIS DETAIL IS REQUIRED FASHING AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION INSTALLATION OF BUC BUCK STRIPS - 2x (DEPTH OF W'DOW ST AND/OR SGD FRAME MIN.) GLUE RIP Re \ w/ ADHESIVE SEALANT & SCREW w/ 3/16" x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TVr9i!'+A I n., 01 Inl! INSTALLATION OF WINDOW I I nv1 IIVIL-I Y 1 - 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 HD. "TAPCON" SCREW THRU N THE WIDOW FRAME INTO MASONRY JAMB MIN. 4" FROM END AND MIN. 16" C.C. 1/8" SHIM SPACE EXT. FINISH DRIP EDGE WINDOW SEALANT GENERAL CONTRACTOR TO COORIDATE BACK OF JAMB SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.3 2X WOOL) FRAME —, BY OTHERS SHEATHING BY OTHERS CAULK BETWEEN FIN &S HEATHINIG EXTERIOR — FINISH BY OTHERS PERIMETER CAULK BY OTHERS O.A. WINDOW HEIGHT EXTERIOR ►'�ri ►AA IIR i1lowl 11/2" MIN. EMBEDMENT --08 WOOD SCREW INTERIOR TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S 1/4" MAX. SHIM SPACE Edge R905$8.5 DRIP EDGE. PROVIDE DRIP EDGE AT EAVES AND GABLES OF SHINGLE ROOFS. OVERLAP TO HE A MINIMUM OF Sin (7&tT). DWE DRIP EDGES SHALL MEND Wn BELOW SHEATHING AND EMEND BACK ON THE ROOF A MINIMUM OF tin. DRP EDGE AT EAVES SHALL BE PERMITTED TO BE INSTALLED EIMER OVER OR UNDER THE UNDERIAYMENT. IF INSTALLED OVER THE UNDERLAYMEIT, THERE SHALL BE A MINIMUM 4in WIDTH OF ROOF CEMENT INSTALLED OVER THE DRIP EDGE fUNGE. DRIP EDGE SHALL BE MECHANICALLY FASTENED A M4%IMUM OF 12In ON CENTER. WHERE THE Vaad AS DETERMINED IN ACCORANCE Win SECTION R301.2.1.3 IS 110 MPH (177 WAR) OR GREATER OR THE MEAN ROOF HEIGHT EXCEEDS S3 FEET (10,055 mm), DRIP EDGES SHALL BE MECHANICALLY FASTENED A MAXIMUM OF 41NCHES ON r NTFG T L _ T Installation InsWUbns For All Filed Windows with Mountin Fin Includes all of the foibwing Series: �J�J—j„� ite 625 1825 / AZ15 / FL13 / AZ30 / FL30 / V1500 / V15M / V300 /380 V VT200 / Vf2B0 GOM001 GB2080 Prestige 662 P e 882 LHIO halanum Fastener Spadn d Wall Framing:. (Jambs, Head and Sill) #25prbm/pine/Fir 4" Or OcnN Sillanne SlO.x1.1/2". #10 Minimum at' PMlbatlan Gliake Bead 13/8- Mounting Fin C now 5ection V lew ateriprXl d rlaoea V'M*sbAI Mnlnn _ _....:.I yr ...... si"mns Ea4rsor 6heahllg __`_,y�__y_-__ None.•We"fldy racommew the use ptlf4Mmp a W's,Reshmp 411 and Mpans IS VOW to A57M E2112-01. However, due lip mrildon an codas andbuJJdhq Type; ftIS hot up to NUJ end user hs deanmftfe the properfaetaNeNon ofMe e, Hems. Lr:(it"e W..B ONn'�0.G'tSdG \R 01'If Before I wlndnw, the bubbe wrap may M pePU-, back for impe but Messer re-stkk LM1e wrap to te*Cing In prate'-', tM1e b!x'.ctran scratches and dthH damage tints omstrvRion B complete. ter, Sept Measweto be sue theopnnig is 3/8'm IR" largerbanto willow am both VbGSc Nall honummall, ' You may wbl, m predrill the in talebon (ales In the In at Las tins. visnyNd 61e heasm the mounaly fln as dIey an, not Step 2 Apply a genemes bead of sllkone mine backside dtre impeding On, Ube enough sllimneb seficently n all vmOs between tlIe On all he Wall sheathing. Step 3 lnm WkWM iMo the opening from tun ouelde. The window b labe4d'Irdde' and °oumde`, but a case bbeLs have berm ranoved, tun 94ang bead sliculd ideap be to the inside dtlw Welding. Step 4 Recall shims Under the sill, adjusting stem until the unit Is pWmb In the opening. Slams should be mAsHe! under the all every 2last. The window should be basically centered In fhe open wth ra mma than 114" gapbeWasm the wIMeW and wall mening Step 5 Indian a#10a 1- 2"Same 4"from the canner of to An at each and of the head, sill all both jambs, Sep 6 Irttail lime remaining tasterins m B" inoemmts from the corrar soewa lip Me rents leach frame member. Use care not is owr- tghten the sons, and Pull them thrOsgh die On. Alm, make sure the weirs go In smight and do not mine the "Gas to bow. Wag lremieg should be a minimum of 02 SMM/PWm/Fir, n Fast SISIS should be #10 screws of Sufidert length 0 achieve I -3ffl'jsmetraton Into the eel and no Sea; Own 112H fhemh edge dStaining, FashasM edifies needed In each$We Of frame mechleve 8"span Le of Frame Mpnbm Ir . 1W 26" 34" 42" Sr err 6W 74" 83" Numberd Fasterlera 3 3 4 5 6 7 8 9 10 it 12 13 Shap ] Remove SXraSS SilikMes "SqUesaa OUrhim, around the An arid iWW for hotel %Wide. tee silicone roIll any voice. Step 8 N desired, a foam IlaMntpn can be applied m the mtedor gap between He wimcm, end Wall SISIT". If applied, aP muRbe pre NON EXPANDING iTPE FOAM. Sep 9 Since twee whdovrs are twiralY used in rooms wfh high mdrture, IS; bathrooms, it is remmmended that the n1ripr gap beMeen the wimse and veil homing also be sealed suit, al dmis all tooled was not to interfere with tin m aBatm Of wailtwanl, HIS dr Minn. Step 10 0— all mnspudmn a O—Plate, remove the bubble wrap from the Inside all autdde Of the Window. If necessary, clean the bbdcs wph a MW detergent and warm water using a Son cipth. 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 Manufacture Model # Attachment Approval # Pressures Method pp l Roofing: 1st Choice Co ADE OUNITY APP. IKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING FL7006.1 R-10 NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. W/ 3/8" MIN PENETRATION THRU SHEATHING ROOFING VENTS' • Florida Metal PYOdUM._S_ Ina FLAMCO "Offridde vent" FA 1 1" ROOFING UNDERLAYMENT: 1st Choice WOODLAND INDUSTRIES INC TYPE II UNDERLAYM #30 ASPHALTSATUF 2nd Choice Overhead Garage Doors: 1st Choice +30.0/-30.0 CLOPAY 73W6 16x7 2nd Choice +30.0/-32.0 CLOPAY $ WIS Swing Doors: TH ERMA TRU-CORP GLAZED UNDERLAYMENT SHALL BE APPLIED AND ATTACHED IN ACCORDANCE WITH R905.1.1 2"x6" P.T. WOOD JAMB WITH (5) 1/2" DIA. x8""J" BOLTS FL21580.1 R-1 11 FL16546.1 FL15279.36 1st Choice +67.0/-67.0 FIBERGLASS DOOR INSWING 2X BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL FL20461.1 2nd Choice +67.0/-67.0 THERMA TRU-CORP. FLUSH FL20461.19 FIBERGLASS QQOROLUS BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM F 20461.2 TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. THEREAFTER. (TYPICAL ALL 4 SIDES) Siding: 1st Choice +0/ -146,3 The Ta co Group p 7" Staggered INSTALLAITON FASTERNERS ARE GALVANIZED STEEL ROOFING FL20403.17 Shakes NAILS Vh" LONG WITH 1/8" DIA. SHANKS & 3/8" DIA. HEADS AT 1-0" D.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL 2nd �.+ N.A. N.A. N.A. SHALL BE BEYOND WALL DRESSING Windows" 1st Choice +40/-50 MI WINDOWS 3540 SERIES Single Hung (fin) SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN, 1,6" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. FOR INSTALLATION THROUGH 2X BUCK USE #8 WOOD SCREW OF FL 17676.1 R9 +40/-50 MI WINDOWS 3540 SERIES Single Hung (flange) FL 17676.8 R9 3540 S SERIES ERIE +50.0/-50.0 MI WINDOWS Picture SUFRENT LENGTH TO ACHIEVE fah" INCH MINIMUM EMBEDMENT FL18644.3 R3 IN WOOD SUBSTRATE. Mullions: 1st ChoiceF M-1926 MI WINDOWS Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE FL 18504.1 Mullion 3/16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 11k W1926 Horizontat -'I FL 15804.2 IM MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM o In Fixed Glass" • +50.0/-50.0 US BLOCK 625 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR 1st Choice WI D WITH MIN. 11A" EMBED. TO ALL FACTORY DESIGNATIONS FL18644.3 R-3 2nd Choice WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE Snot Choice 5/8" MIN. EMBED. INTO WOOD BUCK. Soffit: +55.0/-35.0 KAYCAN LTD 8" BEADED 11/2" NAILS 10" O.C. IN 1st Choice DIRECTIONFF FL16503.4 R-3 Hurricane Panels: 24" Ga. 46 PSF EXT/ HURRICANE STORM Galvanized DIRECT MOUNT. TOP 1/4"-20 MALE PANELMATE W/ FL16293.1 1st Choice 46 PSF INT. PANEL MPG. INC. Steel Storm WINGNUTS AT 12 " O.C. BOTTOM 1/4"-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: A. # 56126 _ Name: TODD M. BORN Certification Number: FI. # 82126 _ Name: Luis Pablo Torres Certification Number: Fl. # 87864 Mn�ea`p `ail �, \F• C N �i.::� .4 N 5�� N N V�,&ax yj s lids 6.. "1#� Uri 11,' N Go L jC y : w •�y Go 3 A ct1J v'. �� a J.Ci yta yls` q •� iL rJJr}sF�f� ntlAJw�* d &o ! co10v ro C $ g@ 1n aD �oo,�QQpyV� # a at i g L�gw U NIV P; LL LL LL o8�mw Oca°'z° D msm� 01v w <(w o Q dm:.� a p �pypLL�oJ'� b 3 4 2 2?i- a it waw 3 u Wm�—� III OE ;7 L9 m m i s#ILSF' Z�a d a Qa is' g IL 0 60 00 to �m D r WWWW.FDSENG.COM ❑ 0 V/ z Z z J N p n, m n W m Q v J � D_ LL CFI _ z0 O /7 t/1 (9 ¢ \v — — I -F-J (� i 0 E I I U — 0v0ia W o c -2 U ` 0e, W 00 �too °°m � U N � v it o too 44 M h 9 A DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC13WI46 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE l VI Job Information: b i i I OI 0 IL z _DL0 w m o Ln \\ On c 0)/ Iv M le LO 'S" m Q) o m ' d 0 J W:D m o -J 00 U) (1) n u VI Model Name / Number: 1820 VI Plan Issue Date: Tuesday, February 25, 2020 !VI KA PROJECT NUMBER: 204406 Sheet: Of: S-5 MATERIAL REFERENCE INFO (PSL) FILE CUPY I MECHANICALLY FASTEN AS FOLD UP WEATHER FLASHING REQUIREMENTS NECESSARY IN CORNERS THROUGH ., RESISTIVE BARRIER& WEATHER REsisrlvE THESE DETAILS ARE GENERIC AND MEANT TO SHOW SELF -ADHERED FLASHING TEMPORARILY SECURE BARRIER GENERAL FLASHING AND WATERPROOFING METHODS DOOR ROUGH OPENING -WEATHER WINDOW UNIT TO BE USED. R703.1 General. Exterior walls shall provide the buildingwith a weather -resistant exterior wall envelope. The exterior i BARRIER VE wall envelope shall Include flashing as described In Section R703.4. A water -resistive bander 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 oil C - EXTERIOR SELF -ADHERED FI-ASHING 3/4"-1" BEAD OF CONSTR. SLOPE -' covering from further Intruding Into the exterior wall assembly. An 0Xterior wall covering is described as a material or - - SHEATHING BY LAPPING DOWN ADHESIVE TO F APPLIED UNDER 0.3 in: 12.0 inN SELF -ADHERED FLASHING assembly of materials applied on the exterior side of exterior walls for the purpose of providing a weather -resistive OVER RIM JOISTAND UP THRESHOLD S 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 B IN. UP JAMB 6". USE LIQUID NAIL BRAND ' ' ' g, yS OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING PRODUCTS DETAILS architectural trim and embellishments such as cornices, soffits, and fascias. R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 WEATHER 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 or material shall be applied horizontal) with the upper hen 2 Inches BARRIER f ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 (51 mm). Where joints occur, felt shall be lapped not Ion thane611 Inches (152 mm). The felt or other approved material v; SEAL TOPS OF JOISTS ! Y ( layerd over the lower PP = UNDER DECKING t SUBFLOOR shall be continuous to the top of walls and terminated at penetrations and building appendages In a manner to meet the m (SEE DETAIL WP07) m SELF -ADHERED FLASHING requirements Of the exterior wall envelope as described In Section R703.1. � o N HEAD FLASHING TIE-IN INSTRUXTIONS: WIRE LATH R703.7.3 Water -resistive barriers shall be Installed as required in Section R703.2 and, where applied over wood -based 1. Cut, fold up 8 temporarily secure weather RIM JOIST Detail Instructions sheathing, shall include a water-mistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed Independently such that each layer provides a separate m resistive barrier above header to allow for flashing installation 2. 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 Self -adhered N N numbered items in the list of instructions below; bander Is directed between the layers. Y flashing plus ea flashing under weather resistive barrier BUILDING 3. Fold weather resistive barrier back over head flashing and t PAPER 1. Install self -adhered flashing in order as shown by numbers o Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to seal with tape 2 2. Install flashing and weather resistive barrier to form water shedding laps or greater than that of 60-minute Grade D paper and is separated from the stucco by an Intervening, substantially 2 O 3. Self -adhered flashing can be substituted for building paper nonwater•absorbing layer or designed drainage space. € 4. Split the release paper using the ripcord (Split release on demand, Scale: NTS R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to = SELF -ADHERED FLASHING WPM W P 0� embedded in the adhesive layer) - for ease of installation and to minimize g g tip prevent entry ra m FLANGED WINDOW SELF -ADHERED FLASHING SELF -ADHERED FLASHING IWPO3 water into the wall caWty of penetration of water to the building structural framing componetrts. Selfadhered membranesEXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILU POTSHELF/ CHIMNEY SHOULDER scoring cuts used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the 3 FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER building wall with a sealant corn p g jp p 5. Remove all release paper per standard installation instructions and g plying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint adhere to substrate using a square piece of flashing material (6" x 6" expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. x EXTERIOR SHEATHING RUBBERIZED RUBBERZED ASPHALr Minimum) Fluid -applied membranes used as flashing In exterior walls shall comply with AAMA 714. The flashing shall extend to the m EXTERIOR SHEATHING \ 3/4"-l" BEAD OF CONSTR. INSTALL SELF -ADHERED ASPHALT ADHESIVE surface of the exterior wall finish. Approved corrosion resistant flashings shall be Installed at the following locations: $ ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD 6. Fold as shown by arrows � ADHESIVE SELF -ADHERED FLASHING g y vary, j g g accordingly 1. Exterior window and door openings. g p� $ THRESHOLD OF DOOR AND RETURN 4FLASHING, SEE 7. Angle of corner may va adjust folding of the flashing accordin I t0 fit panin Flashing et exterior window end door openings shall extend t0 the surface Of the UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW REFER TO TECHNICAL OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WPO1) tight to corner exterior wall finish or to the water -resistive barrier complying with Section for subsequent drainage. '3 LETTER ON CHEMICAL Mechanically attached flexible fleshings shall comply with AAMA 712. Flashing at exterior window and door openings tttt t i i r r COMPATIBILITY I SCORED 8, Mechanically fasten as necessary shall be Installed In accordance with one or more of the following:_ °° iiiry O RELEASE PAPER E �J° pgLO TO/ri°°°j N 1.1 The fenestration manufacturer's Installation and flashingInstructions or forapplications not addressed In the = �� 5 C•E N �; ••'; ��°°° (V SELF ADHERED SELF -ADHERED FLASHING, �� • (BEFOftEFOLDING,SCORE fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where =_ v ' h \ E S r°° to FLASHING EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE g VERTICALLY FROM ADHESIVE AS SHOWN) flashing instructions or details are not provided, pan flashing shall be Installed at the sill of exterior window and a N o 87864 * N BOTTOM OF door openings. Pan flashing shall be sealed or sloped In such a manner as to direct water to the surface of the 0 = * C THRESHOLD exterior wall finish or to the water resistive barrier for subsequent drainage. 0 3 �' 2 MECHANICALLY FASTEN AS incorporate flashing or protection at the head and sides. q g Openings using pan flashing shall b y _o j ; [•r SECTION -A NECESSARY IN CORNERS THROUGH 'i1 •, TA fE OF :',� LIE (SEE DETAIL WP02) SELF -ADHERED FLASHING 1.2. In accordance with the flashing design Or method Of a registered design professional. i�i('.'•, P �'�' o >; °° ••• n , �• �. N 1.3. In accordance with other approved methods e`, ,• • R. •, tiC� °., v SELF -ADHERED A-., 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or °°°.v �� /i'� ij Al `�° y°°° y FLASHING O+ �v\ s 2 FMA/AAMA/WDMA400. SELF -ADHERED FLASHING 5 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both 8 NAILING FLANGE .� sides under stucco copings. 4 0 3. Under and at the ends of masonry, wood or metal copings and sills. ti DO NOT FLASH OVER 2 SEAL TOPS OF JOISTS 6 1O BOTTOM NAILING 8 UNDER DECKING 4. Continuously above all projecting wood trim. o FLANGE (SEE DETAIL WP07) 8 7 2 E .� 7 S. Where exterior porches, decks or stairs attach to a wall or }door assembly of woo dMame construction. o g s`gPg ` ' ': W m W SELF -ADHERED FLASHING a WP04 SELF -ADHERED FLASHING ,/�/PO� SELF -ADHERED FLASHING ,IWPO6 6.Atwallandroofintersections. va#x VV eam� HALF ROUND WINDOW INSIDE CORNER 7. At built -In gutters. Dmrn o EXTERIOR DOOR WITH DECK. r x °i myB'�m 0-.g � W Lj uj SELF -ADHERED FLASHING S}`� Q = o a w DECK PROTECTOR -4" a� O 2 z z p "5 sg Dam., a m _ SHEATHING om" W w m D,DOY 7/8" Cement Plaster 718" Cement Plaster 16 % £g ; Z4.9 M < a in accordance with ° o SELF -ADHERED in accordance with a A a 9 ® ° O: o w ASTMC926 ASTMC926 o vrg Z v 0 m Bw8 Felt backed metal m g e" WWW.FOSENG.COM El 0 FLASHING PATCH 0.W Felt backed metal 0 lathe in accordance SELF -ADHERED FLASHING i lathe in accordance /� CO '`• DECK PROTECTOR ,. With ASTMC1063 10 (V�/) Z r- o .,-tip .xl, Building Paper with ASTMC1063 w N i \ _ Building Paper M z 9 7/16" O.S.B. ', 7/16" O.S.B. ' i. DOUBLE ,."'y '/,''� sheathing sheathing SINGLE JOIST ' i , ' i - - . ' c ///- o. JOIST to SELF -ADHERED FLASHING ; ' Metal Keep top edge �� " c9 a 3„MIN 2 31/thin 2"belowtopof o .o SELF -ADHERED FLASHING ° 9 rn iii i " e to o Unperforated block 16 n` U _ m O5 Weep Screed cauk bottom o W V) ix-n m joint only �(II w o N o Maintain 3-1/2I'Unshrtorated o x°'•.; ro ° �' Bottom of g SELF -ADHERED FLASHING \n/PO� SELF -ADHERED FLASHING ,A(P08 APPLYALIQUIDFLASHINGTOTHEMASONRYOPENING(HEAD,JAMB,SILL)IN ,A/P0�1 Weep Screed Unperforated m \H0.8362x;DECK JOIST V v VV VV y _ ° N OUTSIDE CORNER ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE 1 1/2" to 2" Flange 7/8" Weep Screed U t° o m INSTALLATION OF THE BUCK/RECEPTOR. Above Roof Cementitious = 1/2" - ¢ m Sheathing Decorative Finish 3 mA DAMS HOMES 5 • • o, All inside and EXTERIOR outside corner will FLORIDA CONTRACTORS LICENSE NO. CRC1330146 WINDOW UNIT °' ; 3000 GULFBREEZE PARKWAY cut and caulked all v CEMT. FIN. need to be miter m BUILDING PAPER Cement Plaster GULFBREEZE FLORIDA 32563 in accordance butt joints need to m r SLOPE becaulked using m SLOPE '�••o, ,o"•'• n SLOPE 0.3 in : 12.0 in 0.3 in: 12.0 in with ASTMC926 Vulcum caulk for all DIVISION LOCATION: 0.3 in : 12.0 in (0.6 cm : 30.5 cm) over wood 2nd PORT ST. LUCI E (0.6 cm : 30.5 cm) ( ) floor e 0.6 cm : 30.5 cm Job Information: SELF -ADHERED FLASHING WIRE LATH SELF -ADHERED FLASHING a ~-"--- EXTERIOR � BUILDING PAPER CEMT. FIN. N m WIRE LATH v 0 1/2" Cement SELF -ADHERED FLASHING Plaster Finish a FL Z c ai LO c I WIRE LATH Block 2 1/2" Perforated W a� °� M BUILDING PAPER BUILDING PAPER ''b Flange 1/2" Weep h > to LID3 Cement a Screed o , , u) ro Plaster MR 0° EL over block O .__I LL I m (2)o EXTERIOR 1stfloor ° J m (%� (n LO L WINDOW UNIT CEMT. FIN. v Install bottom a Slab edge of weep rn Model Name /Number: screed 1" below 1820 finish floor o Plan Issue Date: m Tuesday, February OPTIONAL DETAIL 2Q 3 (3 U O Note: KA PROJECT NUMBER: `J The building paper and metal lath e 20-1406 SELF -ADHERED FLASHING V1/P10 SELF -ADHERED FLASHING SELF -ADHERED FLASHING must be Installed over the top Of WEEP SCREED DETAIL sheet: �� of: CEMT. FINISH WINDOW HEAD CEMT. FINISH WINDOW SILL P 1 CEMT. FINISH PARAPET WALL V V P 1 2 the Weep Screed. SCALE: NOT TO SCALE N Y L WATER PROOF DETAILS