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HomeMy WebLinkAboutBuilding PlansTERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGN I INDE OW � WINGS R318.1 CAST IN PLACE CONCRETE--- ��--- TERMITE .PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, CODE CRITERIA FSHTNO: TITLE , BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5" PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITI IDE . UPON COMPLETION F HE APPLICATION F T TERMITE PROTECTIVE TREATMENT A C ) U 0 0 T C TI 0 HE TERM PLUS OR MINUS 1 , AND HAVE 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. 2. HOOKS SHALL PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL FLORIDA FIRE PREVENTION EDITION D CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST. LLB O 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. FLORIDA BUILDING CODE ACCESSIBILITY EDITION (2017) CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." NOTES: 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 1 1/2" TO FORM U.N.O. 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN •75 LBS OF FIBER PER CUBIC YARD. 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM A615/ A615M GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON LINTEL PLAN PAGE. 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 6th. EDITION (2017) IS TO BE IMPLEMENTED. 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 NFPA 70-14, NATIONAL ELECTRICAL CODES (NEC 2014) & 6TH FBCR Ch. 3443 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318-14) SPECIFICATIONS FOR STRUCTURAL CONCRETE • (ACI 301-10) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530,13) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2015 EDITION WOOD FRAMED CONSTRUCTION MANUAL 2015 EDITION APA PLYWOOD DESIGN SPECIFICATION 2012 EDITION AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE/SEI 7-10 ALUMINUM DESIGN MANUAL - 2015 EDITION 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. HAVING JURISDICTION. EXTERIOR COVERING MASONRY WALL CONST. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: R703.71. INSTAL EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C 926 AND ASTM C 1063 AND THE PROVISIONS OF THIS CODE HOLLOW LOAD BEARING UNITS SHALL BENORMA 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 TM C270.12A. 3. COARSE GROUT SHALL CONFORM TO ASTM C47 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (B) LOCAL STATE AND FEDERAL BODIES DEFLECTION CRITERIA EXTERIOR WALL LATH A17ACHEMENT LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS, EXPANDED METAL OR OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. 4• GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR 1OFr, WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND'. BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. 8. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. ROOF TRUSSES* ROOF RAFTERS ROOF RAFTERS (W/O CLG) FLOOR TRUSSES/ BEAMS ** FLOOR I -JOIST*** LL/360 LL/180 LL/360 LL/360 LL/480 TL/240 TL/120 TL/240 TL/240 TL/240 COMMMENTS: WOVEN WIRE LATH SHALL BE ATTACHED TO WOOD SHEATHING WITH 11/2" LONG. 11 GAGE NAILS HAVING A . G 7/16" HEAD, OR 7/8" LONG, 18 GAGE STAPLES, SPACED NOT MORE THAN 6 INCHES CENTER VERTICALLY AND HORIZONTALLY f REF. 201.7 FRC R703.7.1.1. R703.7.2 PLASTER. PLASTERING W/ PORTLAND CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHEN APPLIED OVER METAL LATH OR WIRE LATH AND SHALL BE NOT LESS THAN TWO COATS WHEN APPLIED OVER MASONRY, CONCRETE. R703.7.3WATER-RESISTIVE BARRIERS. *TL MAX 2" UP TO 40FT SPAN **TL MAX 3/4" *** TL MAX 1j2" GENERAL ROOF LOADING WATER -RESISTIVE BARRIERS SHALL BE INSTALLED WHERE CEMENT PLASTER (STUCCO) IS TO BE APPLIED OVER WOOD -BASED SHEATHING SHALL INCLUDE A WATER -RESISTIVE VAPOR-PERMEABLEBARRIER. THE INDIVIDUAL E H WOOD CONSTRUCTION SHINGLE METAL TILE HEAVY LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS, THE BARRIERS SHALL CONSIST OF ONE OF THE FOLLOWING. 1. TWO LAYERS OF AN APPROVED WATER RESISTANT BARRIER MATERIAL IN ACCORDANCE WITH R703.2. 2. ONE LAYER OF AN APPROVED WATER -RESISTIVE BARRIER (PAPERBACKED STUCCO LATH) OVER AN APPROVED SYNTHETIC HOUSE WRAP. R703.4 FLASHING. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. FLASHING SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. •. EXTERIOR WINDOW/DOOR OPENINGS. • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTIONS WITH FRAME WALLS. • UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 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. 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUD$ THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQC, 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. TOP CHORD LL TOP CHORD DL 20 7 20 7 20 15 20 25 BOTTOM CHORD LL* BOTTOM CHORD DL 0 10 0 10 0 10 0 10 TOTAL (PSF) 37 37 45 55 BOTTOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE ATTICS W/ HEAVY STORAGE *ATTICS W/ NO STORAGE (NON -CONCURRENT) 20 50 10 • 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.OE Fb= 2600 PSI GLULAM BEAMS: SP/SP 24FV5 LAYUP 1.7E Fb=24( PSI MIN. 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: ROOF DECK: HIND: &GA-CGROUPERIORORosB FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN APPROVAL FROM FOR ORE ALLOWED ON PLAN GENERAL FLOOR LOADING WALL SHEATHING: 7/16" STRUCTURAL I OSB EXPOSURE 1 OR 15/32" RATED OSB EXPOSURE 1 A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. TOP CHORD LL TOP CHORD DL 40 (PSF) 10 (PSF) COMMMENTS WIND LOADING CRITERIA FSPEED WIND (ULTIMATE) 160 MPH , WIND SPEED (ALLOWABLE) 124-MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18. NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS.30FT ASCE 7-10 WALL DESIGN ALLOWABLE. COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT: 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION ,DIAGRAM r AREA ® O (+j 27.6 (+j 27.6 10 (-) 29.9 (-) 37.0 (+) 26.5 (+) , 26.5 20 (-) 28.8 (-) 34.4 c 0 50 (+) 24.8 (+) ; 24.8 O e I Y (+) 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: I. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY W/IN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL PLAN 5 ELEVATIONS x 6 TRUSS LAYOUT S-1 LINTEL PLAN d S-2 DETAILS S-3 DETAILS S-4 DETAILS S-5 PRODUCT INFO SHEET € WP WATERPROOFING DETAILS M-1 HVAC m 5 aa1,611111111ttffflfj ti6.aaajaRp W N "• c m P U J�yO O� S c 5 FL 0 � .....�� cS Ap'•. Rio/. FESSS1 �f�IHllllltl\'l\\i® � a i � N E °c E 9 m c 'gi g°g C41 GO g (.ry�I w . .� m In 00 �5�Oi� � UN nq LL LL PRE ENGINEERED WOOD TRUSSES BOTTOM crloRO LL o (PSF) SEE FLOOR PLAN FOR ACTUAL PRESSURES W �° m N"" i 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'. A 5S� 2 "a-ll z STRUCTURAL PLAN SPECIAL FLOOR LOADING f] 151 Wg��t.3. o 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNC=D IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. w q _ N E I m 9 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO GAME ROOM SO (PSF) COMMMEN9 S: 'a E 2, °+ � , d WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. BALCONIES/ DECKS 40 (PSF) 8 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. BALCONIES OVER 100 SQ:FF 100 (PSF) IML2 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)' 2 a ° w�wv.rosen�.co ❑ ❑ ❑ THETRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. 6.` DESIGN SPECIFICATIONS FOR LIGHTWEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. LIBRARIES mREADING ROOMS 60 (PSF) O b 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. STACK ROOMS 150 (PSF) $ ` SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, _ y W z AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED GUARD. RAIL 0 HAND RAILS (d) _ -- 200 (PSF) AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. GUARD RAILS IN FILL COMP. (0 50 (PSF) _ z ry N ,,XE 8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) 3 a =' SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 (PSF) o rn STAIRS 40 (PSF) a N UPLIFT CONNECTORS FOOTNOTES -z ry 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED d. ITHE SINGLE CONCENTRATED. LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG �� y FIE TOR rL TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD c {...+ w d NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR f. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A Q MORE INFO. HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. Fr. ES FIELD REPAIR NOTES r V) W GENERAL NOTES: BUILDER NOTICE: Ln = =M m 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. It Is the intent of DesignerjEngineer listed in the titleblock of these w m ry E ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. - - documents that these documents be accurate, providing Licensed i'o E_ 3 PLAN FOR EMBEDMENT DEPTH AT BOOR STEPS. 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals clear information. Every attempt has been made to ® _ ' m " 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG #5 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error. The Builder and all subcontractors are required to =' U THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE ) MIXED PER THE MFGR'S 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308OF THE FLORIDA BUILDING CODE review all the Information contained In these documeprior to c o INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 6TH EDITION 2017 RESIDENTIAL ' p ' =•t" •. .- a N. ono a m ( ) the commencement of any work. The Designer/Engineer are not PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY responsible for any plan errors, omisslons,or misinterpretations DURING BOND BEAM POUR. CONTROL OF CONSTRUCTION SITE: undetected and not reported to the Designer / Engineer prior to vi ® DAMS HOMES 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1)#5 VERT. IN CONIC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. TO FOOTING). KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE construction. All construction MUST be In accordance to the 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4) �4'x 234" TITENS TO CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE information found in these documents. Any questions regarding the - --- RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE information found in these plans should be directed to our Quality m FLORIDA CONTRACTORS LICENSE NO. CRC1330146 MASONRY AND (7),10d NAILS 70 TRUSS FOR UPLIFTS LESS THAN 860 LBS {USE (2). MTSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS y 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. TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER Assurance Manager Immediately. Nobackcharges will be considered u 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 for reimbursement by the Designer/Engineer without advanced a 3000 GULFBREEZE PARKWAY 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. notification and approval by the Designer/Engineer. GULFBREEZE, FLORIDA 32563 MISSED, CONTACT THE FOR FOR SUBSTITUTION. Payments will be made In accordance to the terms of the agreement d DIVISION LOCATION: CODE REFERENCES ARE SUMMARIES OFF CODE SECTIONS. PORT ST. LUCI E 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Job Information: 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 rVI FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. 1 `` C'� C .9P MASTER REVISIONS o i- REV°IEWED FOR DATE DESCRIPTION Coo=- COMPLIANCE N ST. LUCIE COUNTY m BOCC a DAMS U) -S �. _ In 0) HOM Of Northwest Florida G�i �2D ) c CN cl N F- m om� /�� U/^// rn O W (n U) LL 000 GULFBREEZE PAR E Y GULFBGREZE9 FLOMIDA 32563 � V Model Name/Number: 2000 FILE COPY aVI Plan Issue Date: a Thursday, October 29, 2020 G � V1 KA PROJECT NUMBER: MODEL 2000 d d Y 20-7925 T Sheet: � Of: tuo cc COVER SHEET as'-s" 160 MPH OPENING PRESSURES 20'-6" 14'-6" 10'•0". ENCLOSED - EXPOSURE B IC • +27.6 / -29.9 ©+27.6 / 37A6. S21 +26.5 / -28.8 O +26.5 / 34.4 O m iC6 TYP. BM3 BM3 I. O +24.8 / •27.1 O +24.8 / -31.1 +24.3 -27.5 / +23.3 •26.0 / COVERED PATIO I BMS 20'-0"x 10'-0" MS NOTE: 1. WIND SPEED LASTED ABOVE IS WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE M "ALLOWABLE" PRESSURES I A � WALL LEGEND 4.$„ 9.-4" 5,-0„ 7.-4" ' 7•-0" 5,-4» a _ FRAMED WALL I p C B I A B O VERIFY LOCATION W/ BUILDER Y DBL 25 SH 25 SH 25 SH 25 SH BEARING FRAME E1r6,LL a EGRESS 2 .€ EGRESS. ALL 2X EXTERIOR WALLS W EXTERIOR SHEATHING / ATTACHED PER NAILING SCHEDULE ACT AS t HOSE SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR BIBB 24'-6" 14'-2" STUD SPACING AND GRADE. c VAU�LTOCCLLGG. MASTER MASONRY WALL BEDROOM ,- VAULT CEILING - ------------G.T_------ - - - - - - - - - - - WN \�``\��R 7'-10^ Z GENERAL NOTES V o " , ,. r- - 1 GREAT Y 3:12 1. R302.5.1 Door from garage into house must be a minimum 1 3/$" solid door, 3 3 i * F 3 SLOPE wood solid or •••• 4d' ' m VAULT CLG. , , p ol honeycomb steel door, or 20 Minute fire rated door. ...•• L _ 1 3'-6" ; O t 2. Bathroomthend ` FE '''es1�r�0lllllslSaO z.0 building, ding exhaustto attic space offitssoften is not 5' bo 36" FLAT BAR h x acceptable. Ventilation shall be permitted to exit through t m " TOP ON 34%" In the soffit if solid soffit is installed 5'-0" on each side of 'a a WALL W/ 12" m O.H. 0 3 o 0 ; 00 I w N the venting. v _ ~ w z ' 3. R302.6 The garage shall be separated from the w residence and It's attic b not less than 1/2-inch y 2 Z O (12.7mm) gypsum board applied to the garage side. Garage beneath rooms shall be separated from all .9 c habitable rooms above by not less than 5/8 inch R/SH 3068 (15.9mm) type X gypsum board or equivalent. Where ip KITCHEN ; - - - - - - - - - -, o the separation Is a floor -ceiling assembly, the E _ (o IT 10'-0"FLAT CLG. 1 m structure supportinga g - ; WIC oP 1 m protected by not than /2ainch ( 2al7mm) S '., (n gypsum board or equivalent. S III n g e F �i m WS01 °68 REF.. ; VAULT N I W 1 4. R312.2.1 Window sills In dwelling units, where the a - -S ji m ti --`- L - - VAULT I openlhg of an operable window is located more than 72 Inches (1829 mm) above the finished grade or a „ e m - N g P--z - _ - - R SH- *' / surfgge below, the lowest part of the clear opening v Ii Is � g g IAA 2 a '" of th@ window shall be a minimum of 24 inches (619 him) the finished floor the In S Q r s w of " a ® 12' 2" - 5'-5" 10'-11" 2'-0" 4'-0" 4'-2" I above of room 4h the window Is located. Glazing between the S t9 g m E' 2 `$ ` z 11 I flOOf end 24 inches 610 mm shall be fixed or have ( ) d w^tea "�' �S W'a 3 W��m ° o B ROOM 4 STUDY VAULT CEILING DOOR, PER ao m , _ _ - - - ° Peflings through which a 4lnchdiameter (102 mm) Sph9ft cannot Pass.a� o m ro a Q a LIN M ACCESSIBILITY-" CODE _ 286$ 9 5. R3 :4.2 All windows within 2'-0" of doors and in g 0. o v! g 9 N " � 3'-0• N shOW r or tub areas will be safety tempered glass. I IS e1 DINING iv I m r 6. (:ell Iflg for exterior entries and covered porches to $ y S €� C ^ wwW.FDSENG.COM DOD- U LO Z x Lo 0 y c N o 10'-0 FLAT CLG. ° c1 I hey@ 7/16". span rated OSB nailed per zone on r°qf diagram nailing schedule or 5/8" COX. m �' " w m 1X T&G acceptable for substitution. $ Z g 5a O o 5'-10" 4'-4." 7. EC: R402.2.4 Access doors from conditioned spaces to t 3 z cg7y <.S M spaces (e.g., attics and crawl spaces) Co Uunconditioned equivalent to the Ishall be nsulattion on the and suoed ndin velZ VAULT ao 2668 PRO_� IDE PLATFORM R S FO FOR�FV S ZE IT o msurfaces.g 8. Launtlry Note: (Unless noted ohenvise) Provide dryerm -,t.. R/S MFGR vent thru roof max. Igt 35'-0", washer & dryer units d 4--r `w ,�2668 - (washer unit to be always. on left side when facing .� 3 X 4 'n - m innR F.G.. SHWR units) hanson box ® 36" aff 9. Ceilings for exterior entries covered to be = c U O. In N m io .. O �, " 0 and porches 7/16". OSB on underside of roof trusses shall be blockingattached to all framing members with 2x cc +- provided at perimeter. The OSB shall be attached w/ 8d nalle at 6" O.C. field and 4" O.C. at edges or 7d screw - w s o $ shank 3" O.C. field and 4" edges. Vinyl ceiling to be VHANSON x 36" FF BOX „- attaches to OSB per manufacturer specifications o W , NOTE: BUILDER TO PROVIDE c ® N (n O a , , ,1 W.H.u6 _ , n LAU N1 APPLIANCE PROTECTION IF I I REQUIRED BY MUNICIPALITY. Q N 6 WI m S A '° N ¢ ti � ®ROOM 2. v 1° _ w VAULT CEILING , ...., q SEE SHEET 4 FOR DETAILS �Q DAMS OMIE O D i- w DRYER VENT i I p. / IRE Y IEW E� wAPLI c _ _ 2868 THRU ROOF MAX LGT 35' I I `'`ODE COM ORIDA CONTRACTORS LICENSE NO. CRC1330146 12,-2:: 7,.9„ I gT. LUCIE COU 3000 GULFBREEZE PARKWAY 7:-6» 21,3» BOCC 1 GULFBREEZE, FLORIDA 32563 FOYER DIVISION LOCATION: 2668 VAULT CLG. ATTIC ACCESS LOCATE IN FIELD ' --'"--"--- o o o BW2 22"X36"MIN PORT ST.. LUCIE Job Information: (o S3 G.T. i i I I w Ni ---- - - - - - - - - _ o F- VAULT CLG 3068 ' w ILL - 6'-10" 7 9" 4'-1" GRE -R/S N - N - MS03 3 CAR GARAGE 266$ $' GELLING I FILE COPY 266$ Q " I I 9 ° ° N " M M1 U) ai m to ai N c-1 A . " • J N CO e---------- --------------------- - - L" _1Ld- m o 12'-8" 6'-4" i 29,$„ ; , i i u1 tL ® MwU) BEDROOM 3 lit op I Model Name / Number. 8'-0" CEILING 1 , , 1 I S12 ; 'n 2000 S12 I; $2 868E AREA CALCULATIONS x PlanlssueDate: Thursday, October 29, 2020 © H ; ' ; O ; a 1st FLOOR 2004 S.F. O c EGRESS $' T OVERHEAD DOOR d KA PROJECT NUMBER: 16' X T OVERHEAD DOOR TOTAL, LIVING (AC) 2004 S.F. 20-7925 DEL. 25 SH u°i Y 6'-4" Ilr 6'-4" 1'-10" 16'-0" 1'-10" " 8'-0" •�„ I FLOOR PLAN %� GARA% 754 S.F. .. Sheet: /� Of: 12 8" 6 4" 19 3^ 10 "0" COVERED ENTRY (BASE) 45 S.F. cw L SCALE: 1/4" = 1'-0" ELEVATION "B" COVERED PATIO/LANAI 200 S.F. 48'-8" - FLOOR PLAN TOTAL AREA UNDER ROOF 3003 S.F. BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT TOP BOTTOM MARK SPACING SPECIES CAP.(pif) BW1 16" (2) 16d TOENAILS (2) 16d TOENAILS SPF NO UPLIFT SP2 W/ (6}10d SP1 W/ (6}SOd SPF 402 BW2 16" STUD, (6) 10d PLATE STUD, (4) 10d PLATE BW3 18" (2) SP2 W/ (6) 10d (2) SP1 W/ (6)10d SPF 803 STUD 6 16d PLATE STUD, 4 10d PLATE BW4 16" (2) 16d TOENAILS (2)16d TOENAILS SYP NO UPLIFT F BW5 16" SP2 W/. (6}1od STUD, 6)10d PLATE SP1 W/ (6}10d STUD, (4)30d PLATE SYP 439 (2) SP2 W/ (6) 10d SP1 W/ (6}SOd SYP 878 BW6 1s" STUD 6 10d PLATE STUD, (4) 10d PLATE BW7 12" (2) 16d TOENAILS (2) 16d TOENAILS SPF NO UPLIFT BWS SP2 W/ (6}10d SPl W/ (6)-10d SPF 535 12" STUD, (6) 10d PLATE STUD, (4) 10d PLATE BW9 (2) SP2 W/ (6) 10d SP1 W/ (6}10d SPF 1070 12" STUD, (6) 10d PLATE STUD, 10d PLATE BW10 12" (2) 16d TOENAILS (2) 16d TOENAILS SYP 0 BW11 SP2 W/ (6}10d SP1 W/ (6}10d SYP 585 12" STUD, (6)10d PLATE STUD, (4)10d PLATE BW12 (2) SP2 W/ (6) 10d SP1 W/ (6)-10d SYP 117O 12" STUD, (6)10d PLATE STUD, (4)10d PLATE BW13 NOT USED OUBLE 2x TOP PLATE TOP OF WALL {a SEE PLAN MASONRY WALL OR ICF WALL, SEE PLAN 2x STUDS PER DOUBLE 2x HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WF09/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL SEE MS03/S-1 FOR INDICATED ABOVE WITH NO UPLIFT CONNECTORS BRG WALL TO INDICATED IN WF09 CAN MASONRY WALL CONNECTION INFO BE IGNORED. 2x MID -SPAN BLOCKING CONNECTORS W/ (2) 12d TOENAILS @ TOP &BOTTOM EACH END FOR WALLS PER PLAN / SCHEDULE ABOVE TALLER THEN 8'-0" F.F. SEE. FOUNDATION PLAN FOR MORE 2x P.T. W/ 1/2" A.B @ 32 O.C. W/ 7" INFO EMBEDMENT OR 1/2 A.T.R. W/ SIMPSON SET W/ SW= SHEARWALL MIN. 7" EMBEDMENT PAST STEP DOWN. REQUIRES MIN - 7/16" OSB PLYW'D ALT.: SIMPSON 1/2" TITEN HD @ 32" O.C. W/8d NAILS AT Woo W/ SAME EMBEDMENT SEE GENERAL NOTE #8 BRG. WALL DETAIL IN FIELD AND EDGE. GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. SP4, SP6 AND SPS CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SPi AND SP2 INDICATED IN SCHEDULE ABOVE 5. IF "BW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE WFO6/S3.1 OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO FIRST FLOOR CONNECTIONS. (NOTE: THIS IS FOR STORY PROJECTS ONLY) 6. IF "SW" IS INDICATED THE WALL IS CONSIDERED A SHEARWALL AND REQUIRES MIN. 7/16' OSB PLYWOOD W/ 8d NAILS AT 4" O.C. IN FIELD AND EDGE TO (1) SIDE OF WALL 7. ALL 2x EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE 8. IF THE BEARING WALL IS INDICATED WITH THE BW1, BW4, BW7, 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 COLUMN SIZE (BASE) CONN. & FASTENER UPUFT(Lb) r (3) 2 x4 #2 SPF (4) -16d TOENAILS 0 DTT2Z W/ 1/2' WEDGE (3) 2 x 4 #2 SPF ANCHOR* & (8) 1/4' X 1 1/2' 2145 SDS SCREWS (3) 2 x 4 SYP #1 -OR- (4) -16d TOENAILS. 0 C4 (4) 2 x 4 SPF #2 DTT2Z W/ 1/2' WEDGE ANCHOR* & (8) 1/4' X 11/2". 2145 SDS SCREWS C5 4 x 4 P.T.#2 ABU44 W/ 5/8" ATR** 665 G = 200 U = 2200 SYP POST & (12) - 16d NAILS 6 x 6 P.T. #2 ABU66 W/ 5/8" ATR** G = 12000 C6 SYP POST & (12) - 16d NAILS U = 2300 ASU88 W/ (2) - 5/8" ATR** G = 24335 SYP POST & (18) -16d NAILS U = 2320 F C8 3.5 x 3.5 P.L. 1.8E Fb=2400 PSI HDU5-SDS2.5 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. HDU5-SDS2.5 W/ (14) 1/4" x C9 1.8EFb=2400 PSI 2 1/2" SDS WS & 5/8" EXOPY 5645 WMANIZED IFEXT. ANCHOR; OR ATR** 3.P.L. HDU8-SDS2.5 W/ (20) 1/4'X C10 1.8E Fb=2400 PSI 21/2" SDS WS & 7/8" EPDXY 6970 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** 5.25 x 5.25 P.L. HDUB-SDS2.5 W/ (20) 1/4" x C11 1.8E Fb=2400 PSI 2 1/2" 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 11 1.8E Fb=2400 PSI 2 1/2" SDS WS &7/8" EPDXY 7870 (WOLMANIZEDIFEXT.) ANCHOR, OR ATR*** GENERAL COLUMN NOTES 1. SEE FLOOR PLAN FOR WALL WIDTH. STUD 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/S-3 4. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2" ATR 6" EMBEDMENT FOR 5/8" ATR 8" EMBEDMENT FOR 7/8" ATR 5. IF [C) COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 6. SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALLAM COLUMNS (I -BE) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: MON NAIL DIA. / LENGTH PNEUMATIC GUN COMMON vs. GUN APPLICATION NAIL DIA: LENGTH NAIL SPACING 0.131" X 2 Ih" 0.131" X 2'6" SEE PLAN RING SHEATHING f8d SHANK ON ROOF ROOF & WALLS OR 12d 0.148" X 3" 0.131" X 3" SEEPLAN BLOCKING.& TOE 0.148" X 3'A' 0.131' X 3'A" - NAILS & TOP PLATE 0.148" X 3 'A" 0.131" X 3'A" 8 O.C.(COMMON) STUD WALL 6" O.C: GUN NAIL. CORNERS 10d 0.148" _X3' 0.131" X 3" 8" O.C.(COMMON) ISTUD PACK 6" O.C.(GUN NAIL) ICOLUMNS 16d 0.162" X 3'/a" 0,131" X 3'A" (2) 16D(GOMMON) SEE PLAN (3)16D ( GUN NAILS) BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS (2) - 2 x 8 #2 SYP W/ 7/16' CONNECTION: PROVIDE (2) OSS FLITCH PLATE, NAIL SIMPSON LSTA18 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE .COL. U.N.O. ON. ROOF PLAN. (2) - 2 x 10 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) SIMPSON LSTA24 OR (2) BM OSB FLITCH PLATE. NAIL BEAM TOGETHER USING SIMPSON HTS20 TO WOOD POST ROWS OF NAILS @ 122"" OR (2) SIMPSON HETA16 TO CMU A O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 2 x 12 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) SIMPSON LSTA24 OR (2) M3 OSB FLITCH PLATE. NAIL BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) -13/4" x 11 1/4' LVL CONNECTION: PROVIDE (2) 2.OE Fb=2600 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) M4 TOGETHER USING (2) ROWS SIMPSON HTS20 TO WOOD POST 1/4" x 31/2" SDS WOOD OR (2) SIMPSON HETA16 TO CMU SCREWS @ 16" O.C. TYP:. COL. U.N.O. ONROOFPLAN. EACH SIDE. M5 (2) - 1 3/4" x 11 7/8" LVL PSI. NAIL BEAM 2.0E TOGETHER TOGETHER R USING (2) ROWS CONNECTION: PROVIDE (2) SIMPSON LSTA24 OR (2) SIMPSON HTS20 TO WOOD POST 1/4" x SDS WOOD OR (2) SIMPSON HETA16 TO CMU 1 6" O.C. TYP. SCREWSS @ @ 1 COL. U.N.O. ON ROOF PLAN. EACH SIDE -- (2) -1 3/4" x 16" LVL 2.0E Fb=2600 PSI. NAIL BEAM E ( N: PROVIDE2) CONNECTION: TOGETHER USING (2) ROWS SIMPSON LSTA24 ORE 1/4" x 3 1/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS @ 16" O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. GENERAL BEAM NOTES 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN. 4" BEARING EACH END) 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R.. HEADER SCHEDULE HEADER SIZE REMARKS rMARK (2) - 2X6 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE SEE GENERAL HEADER NOTE #5 THIS SHEET H3 (2) - 2X10 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H4 (2) - 2X12 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET (3) - 1.3/4' X 11 1/4 ATTACH TOGETHER W/ (2) ROWS 1/4" X 3.1/2' H5 LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 16" O.C. TYP. EACH SIDE (2) - 1 3/4" X 9 1/4 ATTACH TOGETHER W/ (3) ROWS 1/4" X 3 12' H6 LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 16" O.C. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS 2x4 WALL 2x6 OR 2x8 WALL OPENING SIZE JACKS KINGS JACKS KINGS EA. END EA. END EA. END EA. END (1) (2) (1) (2) 4'-0" - 9'A" (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" D.C. ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER. 6. FASTEN ALL HEADERS TO KING STUDS WITH (3) 12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION REINF. GRADE SEE PLAN N4 16" (2) #5 REBAR FM01 I SINGLE STORY FTG REINF. SEE PLAN W #5 REBAR (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24' CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION I OPTIONAL CURB FOR F F VARIES MASONRY* ELEV. 0'-0"W/ (1) - #5 BAR CONT. *• •�`'1 1 1 f(2) 2 STORY; 20" X 20" REINF. cw ) SEE PLAN # 5 REBAR JE 1/2"=r-0" 1 FM02'I SECTION @ GARAGE FM03 I THICKENED EDGE 11/2"=1'-O" (*) 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 OFGARAGE DOOR, EXTEND 6" BEYOND F.O.M. EACH END, TYP. I GAR. FIN. FLR; :7 ALIGN DRIVE W/ BOTTOM OF RECESS & PITCH DRIVE cw 4" CONC. DRIVE W/ 1/2" EXP JOINTS 10" O.C. TYP. I16" FM09 I SECTION @ GAR" DOOR 2 STORY: 20" X 20" -(2) #5 REBAR 1/2" = 1'-0 I�I S is E�7.6'. i c. s V vN 0 FLOQx' $ OFESS\O` Ji PIIIIIIIIII 0 0 m E a SEE PLAN FRLE 8„ FM12 I STEP DOWN NON BRG SEE PLAN `°•� OPTIONAL CURB SLOPED GROUT ' OR MASONRY AT TO DRAIN 4"x 4'x 16" mo, ELEV. 0'-0" WITH CURB N - (1) #5 BAR CONT. 8. (G.C. VERIFY) Z "t'*'F P REINF. i ip , m 10 m rJ8 y f D="�°$ Ltd I103 e 2=g$ z o sg3o G WLyB 3o p c g 5� A m i A- .,= in ss$„ LL Zr a cn a Z < 3 $'e N .FDSENC,COMLD ❑ ❑ ❑ SEE PLAN ; L ^� TYP. SEC. y z o z o $ = zN � - 1 1 (SEE PLAN) d • 2 #5 CONT. w J y p. - .� .• c d un INSTALL LINING ` w Le 2 #5 BENT BARS W/ z " 13 .;'4 �`�'* w MIN. 25" LAP SPLICE C4 ERIALS PER , 8 m l FBGR P2709.2 ° " MUDDED FLR. 16" ' SLOPED TO DRAIN MIN. •�° •'� ; #5 CONT. S TION°@ RECESS SHOWER FM18 TYP. STEP FTG. DETAIL FM14 EC ALTERNATE: REINF.. THE REINF. BARS SHqBE�GRADE SEE PLAN CONTINUOUS AROU#5 CONT REINF. BY COLD BENDING TSEE TIT FOR MIN. BAR LAP OF 25QUANTITY #5 X 25" X 25"CORNER BAR ONE FOR EA. HORIZ. iv REBAR, TYP. U.N.O. LD m 4� W D E o m OUl) ix - w � J w - pN E j OD V 5 W v c ao0 Q1 od. a Noa �m - 16" A/C CHASE 4" PVC SLEEVE THRU FOOTING _(2) #5 REBAR 2 STORY: 20" X 10" W/(3)-#5CONT. FM19 TYP. CORNER BAR DETAIL 1.1/2"=V-O FM23 TYP. FND PENETRATION 1/2"=r-0" STEMWALL SCHEDULE RE:v!Ew 0 MAXIMUM CEDE COMP, j STEMWALL FOOTING DIMENSION NUMBER/SIZE.OF BARS LAT. F.C. SPACING (D.C.) ST. LU C I E CO ' HEIGHT (h) d 1 STORY d 2 STORY b 1 STORY b 2 STORY IN STEM WALL 0'-0"-2'-0" 81, 10" 16" 20" W/ (2) #5 BARS <674# 6'S" BOCC >2'-0"3'-4" 101, - 101, 20" 24" W/ (3) #5 BARS 674# 5'-4" - >3'-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 d n SEE CHART ASV. -MAX. F.C. 0 SPACING (D.C.) sA a W.W.M. TO BE TIED TO #5 CONT. REBAR it (1) #5 HORIZ. DONT. TIED TO EA. VERTICAL REINF. BAR #4 TURN BAR A STEM WALLS GREATER THAN 4'-0" (1) #5 HORIZ. CONE. TIED TO EA. VERTICAL REINF. u PIN GRADE -a" MIN. I TO TOP OF STRIP FrG. COMPACTED CLEAN FILL IN MAX 12" LIFTS STRIP FTG. W/ QTY OF "MIN. COVER tl REINF. PER SCHEDULE FMASW I STEM WALL SCHEDULE FLORIDA CONTRACTORS LICENSE NO. CRCIS30146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 PORT ST. LUCIE UTI Job Information: p N ` m m 1 a Lo n PIS� g o c � � � E a M E/J O Q) ti N rl B NOTES:It 1. VERTICAL REINF. IN SOLID GROUTED CELLS ATALL#cv�%G'i J� W a INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND ATT O J W = LL SPACING STATED IN SCHEDULE 5_ LID U) $ 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND r. F.C. ABV. PON. WALL WHEN STEM WALL EXCEEDS 4'-0" FIBERMESH CAN NOT BE USED AND � Model Name / Number: PLAN SPACING #4 TURN BARS ARE REQUIRED @ EACH FILLED CELL LOCATION. EACH BAR TO rSEE NOTE TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM 2000 / #9 3. IF STEM IS REQ'O TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO y CONSTRUCTION FOR MORE INFORMATION B 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK plan Issue Date: *1c FILLING IS TAKING PLACE 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK @ 16" Thursday, October 29, 2020 _ 1e. n * O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0' c KA PROJECT NUMBER: .0 TALL (TYPICAL ALL CORNERS) a 6. IF STEMWALL IS WITH IN 6'-0' OF POOL OR WATER FEATURE FOUNDATIONS 20-7925 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. Of. -SEE NOTE 5 B. R.403.1.4 MINIMUN DEPTH: ALL EXTERIOR FOOTINGS (BOTTOM) SHALL BE m Shy /� PLACED AT LEAST 12" BELOW THE UNDISTURBED GROUND SURFACE. N A y 9.. EXTERIOR SHORING BY CONTRACTOR AS REQ'D. WHEN STEM IS OVER 4'-0" TALL ' SCHEDULES & DETAILS NTs LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 2,004 x 3 = 6012 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 1100 WATTS EACH 300 GEN LIGHT'G & RECEPT. + APP. CIR. = 34,562 SUBTRACT 100 % OF FIRST 10,000-10,000 A= 24,562 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000EACH A/C ( AUXILIARY HEAT STRIP) 10,o00EACH B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS 0 100% = 10,000 + 40% OF "A" = (.40 x 24,562) = 9,825 + 100% OF "B" = (20,000) = 20,000 TOTAL WATTAGE = 39,825 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 166 ASSUMED EDGE OF WALL 2x6 WALL (FLOOR TO CEILING) USE 2 RED HEADS TO ANCHOR WALL IIALTERNATIVE PROTECTION BARRIER[ N.T.S. ELECTRICALNOTES. UNLES- 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 R314A AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCls (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 WALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70-14. SUCH DEVISES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 8. COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE PERMITTED IF EACH MEETS THE APPLICABLE UL STANDARD. 9. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 10. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 11. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 12. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2017 THAT HAS A MINIMUM SOUND PRESSURE RATING OF 85 dBA AT 10 FEET, AND EITHER HARDWIRED OR OF THE PLUG-IN TYPE, THE EXIT ALARM SHALL PRODUCE A CONTINUOUS AUDIBLE WARNING WHEN THE DOOR OR WINDOW ARE OPENED. 13. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' IF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLESTS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THE 12 FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. PER 6th EDITION FBCR E3902.6 14. IN ALL AREAS SPECIFIED IN N.E.C. 210.52 AND IN 6th EDITION FBCR E3901, ALL 125 VOLT, 15 AND 20 AMPERE RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. PER 6th EDITION FBCR E4002.14 AND NEC 406.12(A) 15. RECEPTACLE OUTLET IN GARAGE FOR GARAGE DOOR OPENER TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI). 16. ALL PERMANENT INTERIOR AND EXTERIOR LIGHT FIXTURES TO BE 100%CFL BULBS ELECTRICAL LEGEND ® SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH FLOOD LIGHT $4 FOUR-WAY SWITCH $DM DIMMER SWITCH /� FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE 0 110 VOLT DUPLEX OUTLET CEILING FAN 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT W ' g DOOR BELL CHIMES (� WP WATER PROOF W/ GROUND FAULT 220 VOLT OUTLET p— DOOR BELL ® SPECIAL SERVICES OUTLET DI0 P DISPOSAL TV❑ T.V. CABLE OUTLET DISCONNECT SWITCH -44 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 ® L.E.D. DISC LIGHT ® GARAGE DOOR PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED ��h SAME AS UNDERGROUND WITH ELECTRICAL CONTRACTOR , 200 AMP SERVICE tUCIE � 200 = 1N 2 CONDUIT OR4/O ALUMN. B^. METER MAIN ILJ DISCONNECT 200 AMP A/C DISCONNECT UNDERGROUND SERVICE BY POWER COMPANY # 14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL 412 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE INTERSYSTEM # 8 TO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO. EITHER a) APPROVED GROUNDING ROD W/ MIN. 9 DEPTH - b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL PLAN SCALE: 1/4" = 1'-O" ELEVATION "B" ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. WN P �. ^S. �04 U F L A'As�i*BARD F E S S c0 -T m a a W M ro a 08o Q� RO`{i LL LL d¢ 0mi V� ° wa 2g z o 0 3 w�Ww°' iro wffl q= m m 0 o (n � CaJ J 9 'n YWW.FDSENG.COM ❑ ❑ ❑ z — o Z N 0 4 !n a N V J n } Z ry W ^ U m W LL y W 'O 0 C U(DO — m w � N c V) ~ J U cmi E m � 0 W 6 o U Qm ®C W V s Q N O w I ® nAMQ U9 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE,FLORIDA 32563 I PORT ST. LUCIE ITI Jab Information: O I— z O C ei Lo L,L.I N N ri G) N � 0 :3 Gj � 1- Um o o J Lu A LL _ImUiUi jVI Model Name / Number: 2000 ♦ I Plan Issue Date: Thursday, October 29, 2020 ♦ KA PROJECT NUMBER: 20-7925 Sheet: 4 Of: ELECTRICAL PLAN 4W OFF RIDGE VENT 48' OFF RIDGE VENT VENTILATION CALCULATION Formula = SF / 300 / 2 * I" = net aq Inches Of venting needed equally for Intake and exhaust sofflt product provides 4.121 net sq 1n / sf 48' OFF RIDGE VENT TOP OF BLOCK I UP Ur. 0 00 FIN. FLR. TOP OF WINDOW m LITE TEXTURED DECORATIVE CEMENTITIOUS COATING m -D 25 SH FIN. FLR. OFBLOCK RIGHT ELEVATION SCALE: 1/4"=1'-O" f0 m FIN_FLR.—I_I......_____I......'---------------------�— ;K ULMLNIIIlUU5 GUAIINU UUUR SI YLt MAY VARY REFER TO SPECIFICATIONS REAR ELEVATION SCALE: 1/4"=1'-O" ;............. - - - . ............- 1 � o 4 , , , 1 1 -3 DECO. STUCCO :BRACKET SCALE: 1/2" = 1'-O" �. ...................................... BRG. @ ENTRY _ 6" SMOOTH RAISED — CEMENTITIOUS BANDS W/ 2'-0" RETURNS O.W. DECORATIVE TYP. -8" DECO. STUCCO HEADER W/ 4" OH TYP. DBL. 25 SH LITE TEXTURED DECORATIVE CEMENTITIOUS COATING - kc- TOP OF BLOCK LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 25 SH 25 SH FIN _FLR. 3068 w/ 16" TRANS.ABOVE a SMOOTH RAISED CEMENTITIOUS BANDS w/ 2'-0' RETURNS 16'x7' 32 PANEL OVERHEAD DR. FRONT ELEVATION "B11 SCALE: 1/4"=1'-0" LEFT ELEVATION SCALE: 1/4"=1'-O" 8'x7' 16 PANEL OVERHEAD DR. 0 EO REVIEWED FOR CODE COMPL1ANI ST. LUCIE COUNI BOCC TTIOP OF BLOCK o HN. FLR. ems- m (o amr0 rP" F 3'S A'0 DNNmZ v�aO��w'nm8 w ¢ a fi Q ��u afN w g iin� Ir w 3 m0 ton W00 �.i m O m $ g IL 2. a e. d Qa 5��mN 0 00 � Vl 2 U J o m YN1'.FOBENG.COM El 1111 W z o0 z N W z � Q J � — IO Z n N JmJ ,y 11J C ii�l t] ry U —e N c to � J to t 0 U 0 1rl� t v ✓. U of 6 v C /�Ia 00 Q N OM am i ® r►Aaec uP%wMrc r6 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 11 3000 GULFBREEZE PARKWAY a GULFBREEZE, FLORIDA 32563 v t v DIVISION LOCATION: PORT ST. LUCIE v Job Information- 0 z m LO W /> N O Oj m J 0) a Q J/'y� L//'l� ��/� M o W U) U) In U_ VI Model Name / Number: 2000 VI Plan Issue Date: Thursday, October 29, 2020 KA PROJECT NUMBER: 8 Y 20-7925 a � Sheet: ^ Of: o ,fry/ N Y m U ELEVATIONS - B SEE DE G.C. TO PR BLOCKING W/ APA RE FOR SPAN 7/16" OSE SEE'HIP/F BLOCKING' O w a S 20'-0" MAX 20'-0" MAX ** ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING THICKNESS IS 15/32".) IF 15/32" IS USED, THEN THE ALTERNATE BLOCKIN( IS NOT REQUIRED AT HIP SECTIONS EQ. d' W _ Q CONTINUOUS BOTTOM CHORD `r X. BRACE SEE BRACING 2 X 4 MIN. SEE DETAIL TB04- - - )VIDE DETAIL TB01 R f0 COMPLY IOMENDATIONS- IATING OF 0 f Q IDGE v DETAIL - - - - 7 g R O X xe-1 Q V w EQ. TOP & BOTTOM CHORD GABLE END BRACING 0 -- 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TB05 I REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTS 4 Ff. O !____________________________------------------------------- I O3 I 4 FT. '�2 I 2i�,' 5 FI 4 Ff. 0 ' . 'O 5 Fly. 4 FT. ri)kJ O ------------------------------- -__-------•- I � 4 FT. :----- --- ----------- 3 r - O 4 FT. O 3 --- --- o ' ' O 4 FT. ROOF NAILING ZONE DIAGRAM AU` NAILATBASE 2ROWS@4"O.C.W/8dCOMMON NAIL ROOF NAILING SCHEDULE: O NAIL AT TOP PLATE TWO ROWS @4"O.C. W/8d COMMON NAIL Q NAIL OPENING PERIMETER 3" O.C. W/8d NAILING ZONES (SHINGLE AND TITLE) @ COMMON NAIL ZONE 1: SKI RING SHANK NAILS @ 6" O.C. ON EDGE AND S" 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 STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD (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/ Sd COMMON NAILS @ 4" O.C. 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 G� (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL OR ROOF SHEATHING: (APA RATED EXPOSURE 1) 15/32" OR GREATER MEMBER IF GABLE END COX PLYWOOD (TILE) - - - NOTE: ad NAILS FOR WALL SHEATHING MUST BE MIN .131" X 21/2' DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO MORE THAN 1/8'. ALTERNATE PANEL WALL SYSTEM (PREFAB) ATTACH WALL SHEATHING W/ STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM 1/8' SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW 16GA x 13 4" STAPLES & 2" O.C. ON EDGE & 4" O.C. IN FIELD. FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8- 15/32" OSB EXPOSUREI SHEATHING (2)- 2x TOP PLATE 15/32" OSB BEYOND EXPOSURE( SHEATHING - II II II I II II II I) II II PROVIDE I JI BLOCKING.AS II It REQUIRED PER - SECTION X-X IF II NOT FULL I I II HEIGHT SHEET C II II u u II II 11 II O Tt II I II II II If I II II II SOLID 2x BLOCKING @ ALL w W. II III II II 11 SHEATHING w II C III II II II EDGES (SEE o t; III I I II C II I SECTION X-X) 0? II III OPENING 111 11 I F-IF- -II III I II X I I II III III II II II II 11 II I HO 2xSTUDS �_-� 111 III I I I. If 1111 BEYOND, w I I II I I II II II I SEE PLAN o (III I11 LI II (III I I II I II II I I I II Ii II �i I 1 1 - I I W LL SHEATHING I I 2x RIBBON OR VERTICAL BLOCKING BETWEEN FLOOR SYSTEM I S�` 1/2" HORIZONTAL WALL ELEVADON DIAGRAM "S" = NAIL SPACI NG 0 �Wo�� k0VJ 00) 018mU.jr F �I- N LU LL LL N LL 2x4 P.T. BASE PLATE BEYOND SEE PLAN AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7/16" FLITCH PLATE TO W/ (2)12d TOENAILS EA. END, NAIL FLITCH PLATE TO VERTICAL W/ (4) SKI NAILS ALTERNATING (2) 8d NAILS @ 3" O.C. 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. SIMPSON - CONNECTOR SCHEDULE LISP - CONNECTOR SCHEDULE MARK TYPE CONNECTOR & FASTENERS SPF SYP CONNECTOR & FASTENERS SPF SYP OFRAME TO HETA78w/(9)10tlzi 1/T OR HfA18wl (10)10dz 112^OR O MASONRY HETA20 W/(9)10d x 11/2- 1810 HTA20 w/(10)dx11/2 15M 1870 O FRAMEE FRAME H2.SA W/(10)8d NAILS 596 565 RT7A w/(10)8d NAILS 515 585 © FRAME TO H10A w/(18)i0dx 11Y2" 130 7040 RT16A w/(17)10dx 1 IF 895 1020 FRAME H10A-2.w/(18)t Otlxi i/T AT 2.PLY TRUSSES 930 7p8p RTiB-2w/(18)10dx 11/T AT2PLY TRUSSES 895 1080 O FRAME TO MT812W/(I4)I0dxII1Z(AT EXTERIOR 86D MTW12 w/(14)1 Od x 1 TO(AT EXTERIOR FRAME LOCATION INCLUDE (3)12d TOENAILS) 990 LOCATION INCLUDE (3)12d TOENAILS) IDD5 1195 O FRAMETO MGTW/(22)IW NAILS AND SIB'A.T.R.W12' 9 MU0Ti3 w/128)10d NAILS AND 3/8"A.T.q, w/ MASONRY EMBEDMENTW/SIMPSo ^SET'EPDXY 3965 iT EMBEDMENTw/SIMPSON "SET EPO)(Y � 4496 O FRAME TO HTS20w/(24)10dx11/TfATEXTERIOq 1125 HiW2pw/(�l)10dx 11/T (AT EXTERIOR FRAME LOCATION INCLUDE (3)17A TOENAIL& 7370 LOCATION INCLUDE (3)12d TOENAILS 1285 1530 Q FRAMEE (2LOCATI (2)HTW20 w/(48 Odx 11/2•(AT EXTERIOR FRAME NINCLUD16)12dT ENAILOR --5 LOCATION INCLUDE (8)12tl TOENAILS P620 LOCATION INGLUDE(8)72d TOEMNLS(EA) 2570 3080 HGT-2w/(16)10d NAILS AND 12) 5/8"AT.R. HUGT2w/(16)70d NAILSAND(2)SIFA.T.R. c ©FRAMETO MASONRY W/12"EMBEDMENTWISIMPSON"SET" 10690 w/iT EMBEDMENT w/SIMPSON'SET" 7020 9790 EPDXY (HI FOR 3-PLY) EPDXY (HUGT3 FOR 3-PLY) y O FRAMETO FGTR w/(18) 1M"x TSDS WOO SSCREW$ RFUS W(12) WS3 WOOD SCREWS AND id MASONRY AND (2) 1 W x T TITEN HD ANCHOR BOLTS Moo 4725 (4) 3/4"x 8' WEDGE -BOLT 7100 .� TOY (1) LGT2 w/ (16)16d SINKERS w 0MASONRY MASONRFRAME M &(7)1/4"x2-1WTITEN2 1760 2030 4 SEE NOTE 46 BEL FRAMETO (2) LGT2w/(32) 161 SINKERS&(14) (2) VGT2,d(32) 1WT INKERS2 (2)LUGT2 w/(92)18tl SINKERSB(10) f6 J2 MASONRY/ IWx21/4'TITEN(2PLYTRU3S) 3500.M 32AO-F 40W-M PLY RU33) 3100.M 3700.M 0 FRAME OR (28)16tl SINKERS FOR FRAME (EA) 3770-F OR.(32)16d SINKERS FOR FRAME (EA) 3800F 4520E m y 99MASONRY/ FRAMETO (2)LGT3 W/(24)1/4"x 3- BOB SCREWS 4730-M & 3/8" 86]0.M (2) LUGT3 w/(24) 1/4' x 21/Y W325 Y (8) x 5" TITEN (2 PLY TRUSS) 3010-F SCREWS 8 (4) 3R" z 5' WB (2 PLY TRUES) 648bM 70S0.M FRAME OR (52)i8tl SINKERS FOR FRAME (E/0 8980.E OR(66) 16d SINKERS FOR FRAME 6480-P 771bF O (EA) c O BEAM HW10 OFT HUC410 w/(18)1W&(10)1W G#2880 HD410 OFT HD4101F W 120) 1644(10) 10tl G#3080 •4 BEAM NAILS U#1895 NAILS U919M N1 O BEAM TO HU4100Pr HUC4I0W/(18)TITEN COMO HD410 OPT H06101F wl (20)1/4°x3" GNM5 MASONRY 1/4"#3l4'8 (10)10tl NAILS - U#1800 WEDGE-BCLT&(10)1Dd NAILS U#850 9 BEAM TO MASONRYI U4B OPT H 2)1AP x2� 717EN1(O MAS.)0d NAILS& 10 OMM HD46 OPT HU46 W/(0)1Od NAILS& G#1625 G#2015 FRAME WS0 OR 12 18d 8 8 i0tl FOR FRAME 3VRF ( ) O ( ) Uk1135 SVP-M (12)1/4"X2 Sg(0)1 , (, S (TQ MAS.) OR (12)18d 8 (6)100 (FOR FRAME) Ug1030 SYP-F tl#850 SYP-M �+ '3c OFRAME TO (2) HETA16 OPT (2) HETA20 1-PLYw/(10)IN x 110 OR 1920 1920 (2) HTAI6 OPT(2)HTA20 1-PLY 10d 11/2' 18]0 MASONRY 2-PLYW(12)16d 2365 2366 w/(10) x OR 2-PLY W (12) 16d 2A� L HTSM16 W(8)10d NAILS AND (4) Ve.2III ESE 1110 HTWM78xi (8)10d NAILS AND (4)1/4'k13/4" 'g y 0 FRAMETO TAPCCONS WEDGE -BOLT 1145 9225 MASONRY MASONRY HTSM20 w/(10)10d NAILS AND (4) 114"# 14• 965 1110 MWM20 w/(10)10d NAIILLS AND (4) IAN1 SW 1j TAPCONS WEDGE -BOLT 1145 1225 . OFRAMETOL H108 w/(8)8tl x7 NNO AND (2)918'k4" MASONRY MASONRY TITAN HD 780 IT 910 DTT71'"/(B)1/4"x11/2°BOB WOOD DTS-TZ W/(9)1/4" x11/2' WEIS WOOD O OFRAMETO O MASONRY SCREWS AND(1)la" B A.T.R. EPDXIED w/ 1835 SIMPSON "SET 2145 SCREWS AND (1) 117 S A.T.R. EPDXIED W ig10 1835 c (SEE NOTE #4) SIMPSON "SET' (SEE NOTE #4) E OFRAMETO HTTS w/ (26)NAILS AND (1) W B A.T.R. EPDXIED HTT45w/(26)F1d_ YNAILS AND (7) T MASONRY 4375 8090 5/8"B A.T.R. EPDXIED w/SIMPSON"SET" - 6005 W ENOTw/SIMP90N•SET' (BEE NOTE #4 BELOW) (SEE NOTE#4 BELOW) ® FRAMETO 6) iBtl # 12" HTT4 w/ (INAILS AND (1) 5/8" 8 AS.R. KIT45 w/ (18)16d # 117 NAILS AND (1) c MASONRY 3640 4235 WE AT.R. EPDXIED w/ SIMPSON "SEr 4160 QrLo SEEEPONOTEIED #4 BELOW)SON (SEE NOTE #9 BELOW) (SEE NOTE #4 BELOW) T FRAME TO FRAME H10S w/ 2A ( i 1Od x111T NAILS 785 910 LUGT7 w/ (23)8d x1 12' NAILS 3 333 0 e75 1015 O FRAMETO HM9KT W/(4) 1M'x11/2' SIDE WOOD 700 RT18M w/(9)10tlx 11lC NAILS MASONRY SCREWS S(5)1/4"#1/4"TAPCONS 760 (4)1/4"x 13W TAPCONS 1395 1395 VGT w/ (18)19"x3" SDS WOOD SCREWS & OFRAMETO MASONRY (1)6/8'0 A.T.R. EPDXIED w/ SIMPSON"SEr" 356S 4940 `4) W/ IT MIN. EMBEDMENT $ OFRAME TO (2) VGT W (32)1/4"X3' SDS WOOD SCREWS & (2) SIMPSON d MASONRY 5770 SE ' w 12" MIN. EIMBEO EM 9785 i 0 O FRAMETO VGT w/(18)1M"x3"3DSWOOD SCREWS B HDU4SDS2.5 w/(1& 1)/451d!1/TSDS WOOD MUGT15w/(22W&N)S?&-B fT16 St L2 FRAME 3285 r�,pr wl (18) 6180 SCREW58(iSrS•B AT.R. 10tl NAIL38(1J 5/8"B AT.R. � O FRAMETO (2) HTT5 w/ (52)16d'# 17 NAILS 8 4375 ON FRAME (1) SWS AT.R.(SEE NOTE#4) 8)(1) 5/9"BAT.R ISEENOTE #4L) - 5005 OFNFREI RONNFMOR N.^.?n^S• s 1. CONNECTALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALLS / BEAMS W/ (2)12d TOENAILS. 2. ALL TRUSS TO TRUSS CONNECTIONS ARE PROWDED By TRUSS MANUFACTURER, U.N.O ON PLAN. E 3. G.C. MAY USE EITHER SIMPSON OR USP CONNECTIONS. SEE FRAMING P M FOR CONNECTOR CALL OUT a - '� � nR0 P�GF,N " QROFE 4. FOR SINGLE PLY TRUSSES, SCAB ON FULL HEIGHT SYP #1 2-XV TO TRUSS VERTICAL WEB W/ (2) ROWS OF 10d NAILS T O.C. STAGGERED N 3 g E 8 T N I. 12' MIN. A.T.R. EMBEDMENT @ CMU BOND BEAM U.N.O. tir"p. m 6, SCAB TRUSS CHORD W/4'-0"2xSYP92(MATCH CHORD LUMBER SIZE)w/M ROW910tl ®4'FROM ENDB4"O.G G g.w ��W � r STAGGERED; CENTER AT CONNECTOR LOCATION AS „j ?.I-. 10 00 MUCH AS POSSIBLE gQ �gg a Eggi MINIMA(. CONNECTOR UNO ON FRAMING PLANjLLLLl1. CONNECTION FOR ALL ROOF / FLOOR TRUSSES TO MASONRY WALLS/ LINTELS/ ICE WALLS UNO ON PLAN" '3a W 2. CONNECTION AT 24' OR 3T O.0 PENDING VERTICALS FOR ALL FLOOR TRUSSES PARALLEL TO MASONRY Nw5 �WALLS SEE DETAIL FB12I89,1 FOR MORE INFORMATION �i R 2sy a f p3. CONNECTION FOR ALL HIP JACK (CORNER JACK) TO MASONRY WALLSAQF WALLS/LINTELS `1 S 2a 5 r O I _ 4. CONNECTION FOR. ALL CONTINUOUS RIM BOARD TO TOP OF MASONRYAT a2' O.0 MAX.W(2)ATEACH C w xW � � °1 m m CORNER. G.C. TO VERIFY LOCATION DOES NOT CONFLICT w/TJI (IF APPLICABLE LAYOUT m &W :I S. CONNECT ALL FLOOR TRUSSES TO INTERIOR. BEAR INGWOODWALL/SEAMS w/(2)12tl TONNL3 � 2- t0 a O MINIMAL CONNECTOR UNO ON FRAMING PLAN 1. CONNECTION FOR JACK TRUSS TO WOOD WALL OR BEAM MINIMAL CONNECTOR UNO ON FRAMING PLAN ROOF FRAMING 1.SHINGLE ROOFlNGSYSTEM ERMINOTEPRE-ENGINEERED WOOD TRUSSES AT 2'-W 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 20 #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^110 ROOF INLFORMATION SEE SHEET S-4 T. C.M.U. OR ICF WALL SEE TYP. WALL SECTION 2x4 P.T. FASTEN TO C.M.U. W/ 11/2' LONG T-NAILS ® 2'-0" O.C. SECURE J-CHANNEL ®12" D.C. EWER COMP -44 B _FILE s__2 x SUB -FASCIA METAL DRIP EDGE + II® \\ IS r ALUM FASCIA G.C. SHALL VERIFY SOFFIT MATERIAL CAPACITY TO RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING WIND PRESSURE TYPICAL SOFFIT SUPPORT DETAIL M _ a O g 2 E'- WWW.m8FNG.00MLO ❑ ❑ ❑ N m Z y opp•) z N c Z m cgyO Q 3 J a E r $ Z to M W y LL I E?t �eWe W O �V O E «ram O W o Lv U H O m�E W = U '.1500 c v so{Q� Q N d15D 140 DAMS HomrLs -AWA "1 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 QULFBREEZE (PARKWAY GULFBREEZE,FLORIDA 32563 DIVISION LOCATION: WORT ST. LUCIE i gob Information: 4 �p <n ri m r m a D° z C W o M / r M O 0 j z " J 0 F- 1 U M a r ® J W m o Model Name / Number: 2000 YJ Plan Issue Date: Thursday, October 29, 2020 KA PROJECT NUMBER: 20-7925 Sheet: Of: 0 N 1ld TRUSS LAYOUT CONC. W/1 #5 REBAR CONT. SIMPSON SP4 W/(6) -100 X 11/2 SP6 OR SPB FOR 2x6 AND 2x8 WALLS CC a a DOUBLE 2x TOP PLATE I' STANDARD HOOKS SEE MSO5 FOR MORE INFO TYP. FILLED CELL W/3000 1 ° P.S.I. CONIC. W/1 #5 REBAR VERT. INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL p. . 8" C.M.U. 2"x #2 3YP/SPF P.T. W/ ` (3)1/2" X 8" 'P' BOLTS OR EXPANSION ANCHORS OR (6) 3" X 1/4" TAPCONS OR 1 (8)2 7/8' HILTI TIX-DNI NAILS 2x BASE PLATE SEE PLAN FOR MORE INFO MS031rnnlvlL LLn I / Jr\v/ JI rLry \) v v N.T.S. NAACAKIOV 7vn NINICnTInN1 TYCTAII #5 REINF. 20' MIN. LAP BAR 9 #3 OR #4 REINFORCING 1 BAR /�' #3 A, #4 LAP SPI IC.F 25" MIN. LAP #5 STD. 90° HOOK #5 REINFORCING BAP #F AP SPLICE SCALE:1"=1'-0' P #6 REINFORCING BAR GRADE 40 U.N.O. #e I AP SPLICE I MS051 REBAR SPLICE DETAIL - GRADE 40 1 N.T.S. ATTACHMENT REQUIREMENTS SIZE TAPOONS SPACING # ROWS 2 x 4 1/4" X 2%" 12" O.C. 1 2 x 6 1/4" X 214" 12' O.C. 2 2 x 8 1/4' X 214" 12" OTC. 2 NOTE: TAPOONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. A i___ (2) 2X P.T. BUCKS W/ 1/2'O.S.B. BETWEEN 12� FASTEN PTNAILER TMASONR IF DOUBLE 2X NAILER IS USED, USE 1/4"X 41/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED MS11 2x BUCK DETAIL N.Ts. LINTEL BEAM: IS 1 COURSE LINTEL BLOCK W/ 1 # 5 BAR & 3000 PSI GROUT, MIN. 25" LAP (ACI 530) CONC. SLAB SEE FOUNDATION PLAN FOR MOREINFO— NON-SHEARWALL SEGMENT TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. —FILLED CELL: FILL ELK. CELLS WITH 3000 P.S.I. GROUT ONE 45 0 LOCATIONS SHOWN ON THE FOUNOATK)N PLAN AND FLOOR PLAN. MIN. LAP 25' (ACI 530) TOP OF SLAB v•w a � ��I MS021 TYPICAL SHEAR WALL SECTION FORM & GROUT SOLID Q v't 8F12-1 B/1 #5 BAR CONT. N.T.S. O RM85 12" LINTEL DETAIL 3/4' 1'-0' O O Ub LINTEL PLAN SCALE: 1/4"=V-O" ELEVATION "B" 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, S" BEARING EA. END 4. * LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL T14AN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT FOR FOR APPROVAL. 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. GENERAL CONCRETE LINTEL APPROVED LINTELS: CASTE-CRETE, QUALITY PRECAST, LOTTS, PRO-CRETE F. FILLED WITH GROUT / U = UNFILLED #S REBAR AT TOP MIN. 1i R Q'D R=RECESSED rRE OF #5 CLEAR BOTTOM OF LINTEL CAVITY 1 OF UNTE i TOP CK T UNTECo L BLOCK COURSE T 10F16-113AT I t GROUT NIIWH QUANTITY OF WIDTH '" #5 REBAR AT #5 REM AT • BOTTOM OF TOP UNTEL CAVITY 'EIGHTo BOTTOM REINFORCING 75 ACTUAL PNOYiDED IN UNTEL (VgglES) TYPE DESIGNATION 8" MINAL WIDTH QFNFRAI CONCRETE LINTEL MATFRIpI C GFNFRpI INCTAI I ATION NOTES 1. fc Precast Crisis - MOO psi. 1. Floridarar vide full nhead and bed jambs. 2. Tc Prestressed lintels=SOW psi. 2. Shom RISC firms ea required. S. @routed per ASTM C476 Tg = 3000 pei W/ 3. Installation of lintel must comply wM the erchlecturei and/or auuctural drawings. 4. ma#mure 3/8" aggregate and 8" to IV slump. 4, ULibels am manurecru red with rid/2' long notches at the ends to accommodate 5. Concrete masonry units (CMU) per ASTM co w/ vOrtiCid cell nifticing and grousing. minimum net area wmpressAe strength =1300 PSI, 5. Ali lintels meat or excoed L/380 veriest deflection, except lintels 17'-4" 00 S. Reber per ASTM A615 Gmde 60. lodger with a nominal height a8" meet Or 0=00 L/180. Prestressing shand per ASTM M18 grade 0. Bottom field added Super to be located at Me bottom of the lintel cavity, 7. 270 Ivx "'Sumhm. 7. 7/32" diameter wine adrmpe ere weided to the bottom steel for mechanical anchorage. 7/32 wire per ASTM A510. S. Cast-inpisce concrete mey be provided in composite lintel in lieu of coric me e. Mortar per ASTM U70 type M or S. masonry unite. 9. Safe Toed radnge based on rational design analysis per ACI 318 and ACI 530 10. Horlda Product Approval No. 15SA 11. The exterior su moe or libels installed in Manor Concrete masonry wells shall have a ccabng of sweco applied in accordance wit ASTM C926 or other approved coaBng. U. Unwis loaded almuhsnaously vv n witcal (gravity and uplfl0 and horizomal (I&aml) loedashoud pre chocked for combine lcedim m the falbwing squation: Applled vertical load + Applied horlarobal load < to sere venlcal load Safe horimbal load — O: O; O O • O O A. r •, O O O O 8RF80B/1T 8F8-OB/1T 0.0 8RF141B/1T 8F16-18/1T O O O © 0 ,I' .D BF20.10/1T O O O O CD en F22-18/1T 3F244B/1T O © SF281B/1T 0 8F32 WIT O REVIEWED FOR CODE COMPLIANT ST. LUCIE COUNT BOCC PRECAST "U" LINTEL W/ SCOOPS CONIC. GROUT SHALL BE FLUSH AT OPENINGS SEE GENERAL CONCRETE r WITH TOP OF WALL UNTEL SCHEDULE FOR REQUIRED REINFORCEMENT HURRICANE R R R ANCHORS 10" /—.STD• 90 HOOK q I1 r. HOOK wb/ REBAR ON BOTH SIDES OF OPENING U.N.O. ANGLE 3000 P, CONIC. W/1#6 REBAR PROVIDE KNOCK4)UT BLOCK FOR FIRST - COMPLETE COAL COURSE BELOW SILL & FILL SOLID -. W/(1)#5 BAR FOR ALL WINDOW OPENINGS 6'4" IL�- AND LARGE e"X8 x CMU U.N.O. _ PLAN NIS01 I BLOCK WALL REINFORCEMENT N.T.S. m .�`effi5 N y�0 c F W IE n W m y`y F n 00 F ci $ r°Agg� G Ni yv�im �m W +� mwmM a c ��g QFaii W f6 w g6LL w ®_tq .�i a � Eg z� z ro 3_a ¢ P 8 3 FO O _n N N, ei re m Z ✓�'JF' _"' DIEQ a 5�E8 LL S. 0 0� In118 W � f WW1Y.Fl)SEN6.COM 1113 ❑ LID dommill H O *T Z O zS 10 d Z N 3 y o a c rl Y ID c Z r 8 0/1 Nn U, y �J A i�-1--[` E a U w g c Q = W m U '= c _ U j fV E 00 0 W YLY� ¢om 4m ® DAMS HOMES c a I IIIIIII� v FLORIDA CONTRACTORS LICENSE NO. CRC1330146 v 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 s DIVISION LOCATION: m N PORT ST. LUCIE W VI Job Information: am O N in �O 72 IS C, TYP. BOND BEAM p I x l 816" K.O. O LINTEL BLOCK g FILL W/3DO0 P.S.I. CONC. W/1 #5 DIA. w y REBAR fq d N N ei N O Qj INDICATES FILLED CELL FROM FIG. TO 0 _ w �. • U �saa W J 4 4) d BEAM WITH 1 #5 BAR MIN. w t O �.. W = co J m (n V) LO Model Name / Number. 2000 —TYP. DOWEL 25" LAP (ACI 630) VT Plan 133UC Date:MIN. T<Q6 Thursday, October 29, 2020 KA PROJECT NUMBER: 20-7925 T a-1 Sheet: S Of: - L ®I� LINTEL PLAN ti c 4! }W' U 6 C yN N U Y `6 0 E v N n t `\ O 3 P 0, s \F 6� 26 w _ U t % FLU Q �: tf a '?0 FES 111111411to F5, �\\\\�� c 0 N y a � v � P d m a 15 c T E LSE W LO 00 X F � ri ±f- ik D8Q ~ LL x cgs o N� y$'$n 0rtimg 8LL6B 0 Q#�i wy BLOWN -IN R-30 INSULATION PER FBC Z AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION O_ y BLOWN -IN R-30INSULATION PER MIS � Q� %� 8 0 PROVIDE BAFFLES 0 ( ) �a w N m FBC AND ENERGY FORM SUBMITTED AT EAVES N ¢ ' FOR VENTED ATTICS � w W s � 12 WITH PERMIT APPLICATION , 12 FIBERGLASS SHINGLES OR a B ilE T! 0 0 J y PROVIDE BAFFLES AT EAVES SEE PLAN TILE ROOF (PER ELEVATION) a 8B g U J SEE PLAN (FOR VENTED ATTICS) OVER APPROVED UNDERLAYMENT w m FIBERGLASS SHINGLES OR PRE ENGINEERED WOOD PER FBCR 90CTU5. OVER AT @ TILE ROOF PER ELEVATION RATED STRUCTURAL SHEATHING s q Qa www.NnENc.com ( ) TRUSSES @ 24" O.C. (SEE STRUCTURAL NOTES m L7 OVER APPOVED UNDERLAYMENT FASTENED TO TRUSSES PER ROOF m Z M w PER FBCR 905.1.1 OVER APA - RATED STRUCTURAL SHEATHING NAILING SCHEDULE) PRE-ENG. WOOD TRUSS ANCHOR (SEE PLAN) TRUSSES @ 24" O.C. (SEE STRUCTURAL NOTES ^' ` $ Z Z O FASTENED TO TRUSSES PER ROOF _ _ — _ SEE PLAN FOR W 3 � � i NAILING SCHEDULE) BRG. HT. a a y ' TRUSS ANCHOR (SEE PLAN) 1/2" DRYWALL TO BE INSTALLED ON OUTSIDE FELT PAPER OR • • ° ETAL DRIP EDGE 8 /y� N m FACE TRUSS PLATE 2X SUBFASCIA m 1N y Ci 3/4" P.T. NAILER W .R SOFFIT. SEE ARCH. c+ " DRYWALL f-METAL DRIP EDGE 1/21 PLANS E 1/2" DRYWALL CURTAIN NAILER / 8 x 8 x 16 K.O. 0 CONNECT ALL Zx STU " T N c m 2X SUBFASCIA I x 4 P.T. @ WINDOWS " LINTEL BLOCK a TOTOP PLATE WITH (4) " O.H. / O fB SOFFIT. SEE ARCH. 1 x 8 P.T. @ S.G.D. " W 1 #S DIA. REBAR c r m 16d TOENAILS PLANS N SEE ELEV. 3000 PSI CONCRETE c E w o 1/2" DRYWALL PRECAST "U" LINTEL a '� _ m SEE PLAN FOR HEADER SIZE SEE SCHEDULE a m '. _ 0 N = r wax �I� I j ®QNd14 OPTION, 15/32" OSB EXPOSURE 1 ON � MAXIMUM OF (3) - 2X PLATES MAY BE O.H. EXT. WALL W/ ALL EDGES BLOCKED. ® DAMS HOMES 3 ADDED BELOW THE HEADER W/ EACH SEE ELEV. SEE TB13 FOR NAIL ATTACHMENT. `� c a � PLY ATTACHED W/ (2) ROWS OF 16d (OPTION) STAPLE: 16 GA. 1 3/4" REVIEWED s �w NAILS AT 8' O.C. STAPLE @ 2" O.0 EDGES AND FIELD. NOTE: 44" MAX. SILL HGT. ON n FILL CELL -(1) #5 DIA. ®� � ftORIDA CONTRACTORS LICENSE N0. CRC1330146 ALL BEDROOM WINDOWS. „ REBAR W/ 3000 PSI CO®E CO'Y®✓ 3000 GULFBREEZE PARKWAY VINYL FRAMED WINDOW W/ SCREEN " CONC. ALL LOCATIONS n GULFBREEZE, FLORIDA 32563 (G.C. TO VERIFY W/ FLOOR PLAN H SHOWN ON FOUNDATION CONIC. PLANS LOCATION OF OPENINGS IN a BOCC a DIVISION LOCATION: EXTERIOR WOOD WALLS. IF NO I PORT ST. LUCIE OPENINGS ARE INDICATED, FULL '^ rl STUDS ARE REQUIRED). Job Information: NOTE: 44" MAX. SILL HGT. ON ALL BEDROOM WINDOWS. — `T ¢ VINYL FRAMED WINDOW o WJ SCREEN d CEMENTITIOUS DECORATIVE WINDOW STOOL FINISH 7/8" THICK PER ASTM PER SPECS N PRECAST CONC SILL ri) ry C-926-98A C 2X STUDS (SEE FLOOR PLAN FOR PAPER BACKED FOIL R-4.1 H FILE COPY m MORE INFORMATION). SEE TB13 INSULATION AT CMU BLOCK WALL a 1/2" DRYWALL PER FBC AND ENERGY FORM V ON SHEET 6 SUBMITTED WITH PERMIT 'J EXTERIOR FINISH - FOR NAILING INFORMATION FOR APPLICATION (SEE ELEVATIONS) ¢ co LO `O R-13 INSULATION AT EXTERIOR WALL SHEATHING. FTG. DOWEL #5 DIA. REBAR a w V O) WOOD FRAME WALL PER FBC P.T. 2X #2 SYP. BASE PLATE 1 x 2 P.T FURRING ""����\\ 17" IN CONCRETE - 25" " V1 m AND ENERGY FORM SUBMITTED w/ 1/2 x 8 AB. (OR 1/2" x 8" TITEN 1 x 4 P.T. EXTEND (ACI 530) ABOVE > I•ca WITH PERMIT APPLICATION HD) w/2" WASHER AT 32" O.C. BASE NAILER SLAB. ALL LOCATIONS SHOWN ai N 3 WOOD BASE MIN. 6" FROM END - SEE WS07 WOOD BASE ON FOUNDATION PLAN d FOR TERMITE SHIELD z � mom L SEE FOUNDATION PLAN —� SEE FOUNDATION PLAN FOR r O J Uj Z) A li ,FOR SLAB INFORMATION TOP OF SLAB SLAB INFORMATION o - — - — - — - — TOP OF SLAB GRADE \ N Model Name /Number. -_; GRADE 2000 ll' ili CLEANLED COMPACTED - ' SEE PLAN FOR ' iv FILL "��• m RE -BAR QUANTITIES' " H Plan Issue Date: �2 Thursday, October 29, 2020 16" SEE FOUNDATION PLAN a FOR FTG REQUIREMENTS SEE PLAN SEE FOUNDATION N KA PROJECT NUMBER: PLAN s 20-7925 a o Sheet: S_2 Of: N WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4"=1'0" WS01 TYPICAL WALL SECTION - 8" CMU 3/4" = r-o" a TYPICAL FRAMING DETAILS U C N Q1 A N Q a m v Y O 0 h _N N N 4) K f ��0��t�tJt. i) eapf Y'oa�.0 Jet) ^r•... c' z? PROVIDE 2x4 ON TO 5 .r���ert ROP@$. o OF 2x8 TO BLOCK OUT 2 ROWS 12d @ m /�`f/tffllEiiS >g¢� TOP PLATE ATTACH W/ 3" O.C. OUBLE 2x4 5 b (2) 12d NAILS O.C. TOP PLATE (SOLID BLOCK w/ 2x6) 5 y 48" en 2x4 STUD H- PER PLAN o 2x4 BEYOND AGAINST 2x8 STUDS OP SPLICE v NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OUBLE 2x8 .� TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. TOP PLATE SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN TOP PLATE W 8d 2 1 2" x 0.131 NAILS (SIM. w/ 2x6 w * NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) 2x4 w/ 2 ROWS OF c A � T4 00 12d NAILS @ 3" O.C. = w m 00 TOP PLATE TRANSITION u ,47 o a� � Dv�ind PIPE OR DUCT w/ OUBLE 12d N 5 N M o a TOP SPLICE v co#bf• m"' PENETRATION THRU 8 TOP PLATE w/ MORE 8 €' ® Q 8 a LL p w THAN 50% OF TOP g m .k 3 `o o d w PLATE WIDTH INSTALL ROWS 12d y g-2 m 2 t O1 a Z O @ 3" O.C. � B r.B �; � I. 8 3 SIMPSON PSPN516Z Y N o g y r o O w/ (12) 16d NAILS TYP. 48" ° m`;- Ws� m in TOP & BOTT. �s $ BOTTOM SPLICE o 5ti E$e 0 6" w- U) NOTE: @ALL EXT. CONDITIONS ATTACH 2x STUDS I 8 R. 2 < O TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. OVER STUD €� SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ H 6 s �'� WWW.FDSENGLOMLD ❑ ❑ ❑ (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TOP PLATE W 8d 2 1 2" x 0.131 NAILS 1/ * NOT REQ'D. WHEN QT SYSTEM IS APPLIED m Z o NOTE: $ Z R 10 PLATE LENGTHS MUST BE AT ddd Q LEAST 8'-0" LONG, TYPICAL z ~ WF17 TOP PLATE SPLICE DETAIL 3/4' 1--0" = z O s nn 11�, c� m WQ) j a 2x8 SYP #2 m ATTACHED W BOTTOM o �/ �_ Des 1 / RIPPED" Jos QED FOR �� U (1) ROW 16d 2x6 SYP. #2 NAILS @ 16 O.C. u' N W W O m .r't ,M F- L CO U � COMPLIANIt �� - BOX HEADER DETAIL _ 0. 1" h ' . L,UCIE COUNT _ ° N C W a .� = Q * CRIPPLES MAY/MAY NOT BE PRESENT. BOCC _ a N ° Q IF ONLY (1) KING �/16" O.S.B. VERIFY HEADER ELEVATION ® DAMS HOMES L*JIW(1) JACK USED AT EA, SIDE Q 4 EACH SIDE OF BLK'G. TO TO O.S.B. OPENING G.C. TO W/ 2 8d INSTALL (3) TITEN HD. EA. END (2) 2 x 4 LAMINATIONS W/(1) ROW OF STAGGERED 10d (3) 2 x 4 LAMINATIONS W/ (2) ROWS OF STAGGERED 16d (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF STAGGERED 16d 5/8" x 8" EQUALY SPACED COMMON WIRE NAILS (D = 0.148", L= 3") OR EQUAL COMMON WIRE NAILS (ONE INTO EACH OUTSIDE FACE) COMMON WIRE NAILS (ONE INTO EACH OUTSIDE FACE) PER SIDE INTO CIVIL AT TO HEADER, NO BASE EDGE VIEW (D=0162• L=31/2")OR EQUAL (D=0.162%L=Sl/2")OR EQUAL JACK HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 1 2 X 6 WALL JACKS I KINGS JACKS I KINGS SIZE EA END EA END EA END EA END LESS THAN 4' 1 2 1 (2 >4' BUT <9' (2) 1 (3) (2) (2) 10'-0" - 16' 3 4 3 4 HEADERANCHOR " NAILED TO TOP PLATES, HEADER&JACK m FLORIDA CONTRACTORS LICENSE N0. CRC1330146 3000 GULFBREEZE PARKWAY HEADER s1zE No. & s1zE of & GRADE RAFTER TIES N n GULFBREEZE, FLORIDA 32563 EACH END € SEE PLAN FOR (2) LSTA 30 DIVISION LOCATION: BEAM SIZE Z NOTFR, CONNECTOR REQUIRED N PORT ST. LUCIE 1) ADJACENT NAILS ARE DRIVEN FROM 3) FOR 4-PLY, PROVIDE 1/4"DIA. x 51/2" LAG OPPOSITE SIDES OF THE COLUMN, SCREWS OR EQUAL (SPACE AS SHOWN FOR SPLY) (3) 16d SEE PLAN N Job Information: 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NOS SECTION 15,3 FOR SP4 AT COMMON 2X CRIPPLES @ 16" O.C. SEE SCHEDULE THE THICKNESS OF THE LAST LAMINATION. ADDITIONAL INFO. FOR WLL ' 24" O.C. NAI LS(TYP) W/ SIMPSON SP2 TYP. HGT. TOP AND BOTTOM STAGGERED ED NAILS FILE ig WF37 TYPICAL COLUMNS DETAILS N.T.S. �__ srAGGERED@ FOR OVERHANGS GREATER THAN • : FILL 1ST. 4 COURSES 11/2" CONTACT FOR FOR G;:.; SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) F.F. OVERHANG CMU— ; FOR OVERHANGS BETWEEN 5/8" TO 11/2" ����� - © �Q7/16 . TO SIDE & TOP NAILER rWF W/ (2) 16d TOENAILS It, EACH END TYP. ! CONTINUOUS ! • • ••• :• NAILS. SEE DETAIL ABOVE ELEVATIONSEE •• ROUND/ SQUARE• BOX HEADER EACH END 12'0/C EACH N * WHEN STUD LENGTH FACE OR 3-ROWS ,°t3 IS LESS THAN 12" USE 12d NAILS STAGGERED N l-STA30 STRAPS AT EACH @ 12" C/C FOR 2 x 10 STUD WRAPPED OVER OR GREATER HEADER O TOP PLATE & NAILED m TO HEADER EACH SIDE c FILL ALL HOLES IN DOUBLE 2 x #2 Z O ci STRAP S.Y.P. HEADER W/ a O 1/2" FLITCH PLATE w 10d NAILS @ %HEADER.(U.N.O.) 8" O/C TYP. g ~ N FILLING AND BLOCKING AS J m DOUBLE 2 x 4 REQUIRED FASTENED TO a.CRIPPLE STUD HEADER W/(2) ROWSU.N.O. 16" O/C UNLESS m r O J LLJ o MLO TYPICAL ( ) OF 12d @ 5 L NOTED OTHERWISE J (/^ / (� 0 00 Model Name /Number: 2 x 4 STUDS TYP. N 2000 SIMPSON HTT4 W/ (18) CMU 16d NAILS & A 5/8" 'o Date: EXPANSION ANCHOR 0 Plan Issue Thursday, October 29, 2020 W/ 6" EMBEDMENT U.N.O. x 0 R OR 8 1/2" AT GARAGE `o KA PROJECT NUMBER: _ STEP DOWN * 1F HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING P.T. BOT. PLATE A^ 79AG iV' GJ Y NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ'D. WALLS WITHOUT UPLIFT WINDOW OR DOOR OPN G o Sheet: S-3 Of: N t MS18 RETROFIT WALL OVERHANG DETAIL NTs WF39 TRANSOM DETAIL AT ENTRY 1/2"=1'-0" WF09 WALL HEADER DETAIL N.T.S. TYPICAL WALL DETAILS U *DIAGONAL SPACED AT 20'-0" O.C. MAX DROP GABLE END TRUSS & 2x OUT LOOK RAFTERS FOR OVERHANG GREATER THAN SAME SPACING AS BOTTOM CHORD LATERAL BRACING 12". ATTACH 2x OUTLOOKER @ 24" O.C. TO TRUSS WITH MTS12. FOR _ TO BE LESS THAN O.H.UNDER -SPACE OUTLOOKER BLOCKS @ 24" O.C. NO STRAPS REQUIRED. OR EQUAL TO 45° " 8d NAILS @ 4" O.C. WALL AND ROOF MINIMUM 2"x4" SHEATHING, SEE TB13 CROSS BRACING +� -^'. ING FOR SPECIFICATIONS (SEE PLAN FOR BETWEEN TRUSSES @ O.C. MAX. FASTEN TO EA. BRA FO S3�0 6'-1R1" LOCATION) , �.,. BLOCKING TRUSS w/ 3-12d NAILS EA. GABLE TALL. ^. + END 20 SYP L BRACE FOR 2x4 SYP CROSS BRACE GABLES 6'-0" AND TALLER. o ++ APPROX. 8" FROM RIDGE ATTACH L BRACE w/ THEN 48" O.C. AFTER. NAIL w/ H �� ' 3-12d @ EACH F & 12d NAILS @ 4" O.C. @ 0 + CROSSING Al 45 ANGLE. GABLE TRUSS 0 SIMPSON2" LONG 2x4 #2 SYP BLOCK AT (NOT REQ'D WHEN GABLE IS FASTEN (1)AFROM 4'-1" OR SHORTNINGER) o BRACE COACE LOCATION. FASTEN TOCONT 2X4 SYP USS BAYS (8'-ON) NAILED DIAGONAL LL PLATE w/ 10d @ 3" O.C. 12d w/ 3-12d TO CHORD (MIN LOCK/PLNAIL GABLE TRUSS(3) f�TO 1ST 4 BAYS) TOP PLATE w/PER JOINT - 16d NAILS @ 4" O.C.CONTINUOUS LATERAL BRACING- " ANCHOR BOLT2x8NAIL �— 4 BAYAT OVER X-BRACE AS SHOWN- AT 48" O.C. MIN. KNOCK KNOCK OUT COURSE c "y CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. INSTALL BLKG. AT TRUSS WEBS FOR NAILING X-BRACING - 2x4 SPF OR MASONRY WALL ' SYP w/ (3) 12d @EACH n TRUSS WES NAIL TOP OF "T" TO GABLE ROOF SHEATHING, SEE - TRUSS w/ 2-12d AND 1 I T813 FOR ATTACHMENT SIMPSON i H8 NAILS PLAN JACK TRUSSES, SEE d $ \,`��O�pW <f/� TB01 TYPICAL CROSS BRACING DETAIL N.T.S. TB02 TYPICAL CROSS BRACING DETAIL N.T.S. FASTEN (1) SIMPSON HGA10 ` @ 48" O.C. w/ 8 1/4"x1 1/2" c �� tT-' ,+• ""°." PROVIDE 2X4 MIN. BLOCKING AT SDS WOOD SCREWS GABLE NAIL TOP OF "T" 2x4 BLOCKING W/ 2-12d TOENAILS END TO TOP PLATE / BEAM TO GABLE TRUSS w. 2-12d ' CENTER LINE OF HIP/RIDGE, TYP. FRAMED WALL OR BEAM AND 1SIMPSON H8 w/ BETWEEN TRUSSES W/ (2) 12D BELOW, SEE PLAN. 10d x 1 1/2" NAILS c r w, NAILS EACH END TO TRUSS TOP CHORD @ WOOD FRAMED WALL @ DUTCH GABLE cY`..'•+ TYP. , ����T11{IIfII'iptT • TRUSS ALTERNATE TO BLOCKING PRE-ENGINEERED OVERLAP TRUSS BRACING GE01 GABLE END BRACING N.T.S. o WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP _ o A TRUCTURAL PACEG.T. ___ SHEATHING � os mADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 jA TOP CHORD WHEN REQ'D NAIL TO TOP CHORD TO PREVENT SHEATHING ACK - - OFHIPPED TRUSS W/SPAN Q FROM EXCEEDING RUSSHIP 12d NAILS @ 6" O.C. °- MAX 24" SPAN (EITHER G.I SIDE OR BOTH IF REQ'D) 0 c T N (2) 12D NAILS MINIMUM (3) 12d E �_ 8` ROOF SHEATHING AT 12" O.C. MAX PER JOINT —MINIMUM OR * SPACED AT 10'-0" MAX TRUSS BRACING d c $ ) " "f �'r'� W 9 € " SEE PLAN (— N m 2 O m Q m yr• 2X4 BLOCKING �n S,vnrno D � 8'N m HIP TRUSS a n ry o a _ BETWEEN TRUSSES LL C d SECT � iii.iLLr � 4 �o'o w n � � g c � ® TB03 HIP / RIDGE BLOCKING DETAIL N.T.S. E-T T11304 TRUSS BRACING OVERLAP DETAIL (TYP) m b3 A m o ww o w�S g W,m�iG m m 5 Eaa8 LL n $ m Q W U� € r WWW.FDSENG.COM Z N a O a rM TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 c (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT N IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED N U M TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT 0 w EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CS,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL E U LATERAL BRACING SPECIFIED BY TRUSS MANUR SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT i O to 6 - - 1(�� ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. S �� ~ CO _.. SEE TYP. TRUSS BLOCKING DETAILS U cN E,�.,,- " SHEATHING 1" 4' FVMWED FOR .2 '® o 3T04TRUSS x4 AS SHOWN ",� {gyp® /L wigg OM PILIANR, U In N C' � �Q. ALTERNATE TRUSS SPACES DIRECTION wd wa vi 4 � Q N o bq \IIW W A RUG BOCK'N .. DAMS HOMES a FLORIDA CONTRACTORS LICENSE N0. CRC1330146 VERTICAL SCAB 2X6 #2 SPF 48" O.C. W/ (4) 12d TOP & BOTTOM OR H5 SEE TRUSS (2h1 NAILS SECTION TO TRUSS m OR HCLR/LL IN PLACE OF (4) 101) &B REQUIRED @RAFTERS GREATER THAN 8'-0" 3000 GULFBREEZE PARKWAY SEE STRUCTURAL NOTES AND NAILING GULFBREEZE, FLORIDA 32563 SEE PLAN DOUBLE ouBLE TOP TOP PLATE SCHEDULE FOR SHEATHING DETAILS t DIVISION LOCATION: L4TE SECTION B-B PRE-ENG.TRUSS 72x VARIES w ROOF.EE STUD WALL PLAN SLOPE d PORT ST. LUCIE /' •\ y CONV. FRAMED RIDGE \ / / Job Information: MAY BE NAILED w/ MIN. VERTICAL SCAB 2X6 #2 \ 2X4 SPF BLOCKING / \ (4) 12d WHEN IT LANDS SPF 48" O.C. W/ (4) 12d \ BETWEEN TRUSSES / NEXT TO PRE-ENG. TRUSS TOP &BOTTOM OR H5 OR 2x8 BLKING. NAILED @ EACH \ \ @ 48" O.C. MAX. / SIDE w/ (3) 12d NAILS WHEN HCLR/LL IN PLACE OF (4)12d B REQUIRED w/ (2) MT512'S REQUIRED @ RAFTERS GREATER \ \ / o N THAN 8'-0" \ 2x4 SPF BRACE \ / 'S .. @ 48" O.C. - NAIL w/(4) COLLAR TIE \ \ 12d AT EACH END & tO EVERY 3rd \ \ ALTERNATE DIRECTION u`li O SHEATHIN RAFTER \ \ N 2X4 BLOCKING BETWEEN CB BEVEL CUTS `o TRUSSES W/ (2) 12d NAILS (OPTIONAL) x Z N ei C @ EACH END, CONT. EACH BAY B TB 2x4 SPF /2" / / TRUSSES c Ln o R W EACH T ALTERNATING DB W000 SCREW EACH TRUSS / / SEE PLAN Y Ch BLOCKING OR HE @ 48" O.C. N i > Y N PRE-ENG. TRUSS \ / / 1` qp U N CONT. ROOF SHEATHING AT TRUSS TOP SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP. \ / / '1 / ,J N STRUCTURAL W SEE PLAN FOR CONNECTION SIMPSON A34 OR \ \ / / s OJLj m o 7B (USP MP4) @ \ \ / / t o J M A ) (/� U0 LI- W V / V / 2x4 P.T. BLOCKING BETWEEN DIAGONAL WOOD 2x8 #2 SYP RIDGE BEAM TRUSSES W/ (2}32d NAILS @ 2'-0" ON CENTER \ \ / / 2X4 SPF BLOCKING N Model Name / Number: AT 8'-0" TRUSS EACH END MAX' 2x6 RAFTERS @ 2'o°O.c. \ A/ V BETWEEN TRUSSES w N MAX. W/ (3) 12d COMMON TO RIDGE BEAM Y @ 24" O.C. MAX.W/ TOENAILS WALL BELOW 2X4 RAFTERS FOR SPANS LESS THAN (3)12d EA. END (TYP.) / \ 2000 (SEE PLANS FOR TYPE) 4 FT @ 2'-0. O.C. MAX W / (3) 100 CONC. MASONRY SEE PLAN COMMON TOE NAILS TO RIDGE BEAM 2X4 CONT. AT STEEL OR WOOD � Plan Issue Date: T & B CHORD BEARING SUPPORT 1/2" SPACE N TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING Thursday, October 29, 2020 KAPROJECTNUMBER: @ RAISED HEEL DETAIL DETAIL@ INTERIOR BEARING SEE PLAN FOR MORE SHEATHING INFORMATION y 20'7925 Y 2x4 S.Y.P. @ 16" O.C. a rn Sheet: Of: o N A TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS N.r.s. TB15 EXTERIOR NON -BEARING WALL DETAIL N•T•s• a ROOF FRAMING AND BRACING DETAILS C \\ THERMA-TRU INSTALLATION \\\\ KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims Predrill the jambs and headers using 1/8" drill bit. Predrilling increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT, AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 1 1/4" EMBEDMENT INTO THE MASONRY JAMBS. ryy SPA EVE 6" 1 1 16" 6" 6" SINGLE DOOR 0 E SPA EVE C� SINGLE DOOR W SIDELITE Sri CIr 3" 00 3" 3" 3" - 3" 3" Ill Ili f I " f 3„ 3" 3" 3' 3„ DOUBLE DOOR W/ SIDELITES i" 6, ;PACE :VENLY " 6 SINGLE DOOR W/ SIDELITES LOCATION OF BARRIER TO BE 1'-0" IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE FILLED PVC. PIPE. TOP OF SLAB 00 Z 1 -II -11 u 1 IL, OIL, II° I f - Ir - Ir I n o a vI o z I ' 16" MIN. DIAMETER !p CONCRETE FOOTING 11 PROTECTION BARRIER D N.T.S. ji SPACE EVENLY It no[�o nail within valley aenterline- Pie K P�� r InErnbed a 2-each shingle kle st raga strl of saphelt raging c�lnern. T" s W use Cut shingles 2- back from valley centerline SHINGLE INSTALLATION GUIDE ROOF CRICKET: _ MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT rI SEAIANTAPPLIED ALL LEVEL VALLEY TEMURED, PAINTED I�--- BEHIND FLASHING SEALANT L NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. Pdd,� 'Q aAeYs"- ` so tip'"" 3ldG�t� Ulge / � 2nd ti5tCd9t 29° i LOCATIONS EXTER. WALL RNISH AND EXTENDING A MINIMUM OF6"ABOVE 6" X 6' H GALV. VERTICAL RISE OF FLASHING VERTICAL WALL FLASHING co"r. AT KNEEwnu T ENTRY PIASTER STO SEALANT SHINGLES V FLASHING DETAILS NOTE: THIS DETAIL IS REQUIRED F� AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. _FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF W'DOW AND/OR SGD FRAME MIN.) GLUE STRIP w/ ADHESIVE SEALANT & SCREW w/ 3/16" x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATION OF WINDOW ATTACHMENT N.T.S BUCK STRIPS -1x4 (DEPTH OF Wow. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS 1/2" DRYWALL FLAT HD. TAPCON SCREW THRU THE W'DOW FRAME INTO MASONRY JAMB MIN. 4" FROM END AND MIN. 16" C.C. 1/8" SHIM SPACE EXT. FINISH ° DRIP EDGE WINDOW SEALANT BACK OF JAMB GENERAL CONTRACTOR TO COORIDATE SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S 2X WOOD FRAME BY OTHERS SHEATHING BY OTHERS PERIMETER CAULK BY OTHERS O.A. WINDOW HEIGHT EXTERIOR 11/2" MIN, EMBEDMENT NO rjp -M INTERIOR TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S 1/4" MAX SHIM SPACE Hy-Lite I'��n InsBVUbns For 0411 Find Windows with Mountino Pin InchhJes aA or the rollowing series: ' / 825 / AZ15 / FL18 / AZ30 / FL30 / V1500 / V15M / V300 / V380 VT200 V1280 1a1112000 ir GBMSO e662 Pewbo 882 1H10 Had mum FasMwr sped,g W411 Framing: (lambs Head and Sill) #] SwucciPine/Fir \ Saaws Minimum Penetrarb GIa8n9 eeatl 1-3/8' Ma F- , in — -J— ek�Vlee, of Coss Section V law find Window, mint. R 6ibmne Etierlar6beaMinp Note We '".0. Rod t use afA-5011W XWOrN MIV AIP. ands///Pans as Sri oldln A57M E2112-01, MPwinker, due ts rarHtmn In o mes and bu/Ming types, N /s !M o0 to the end ryrer to determNro thaproper mataNet/ono/there /tens .. Z t - uw^ I ::;'; E ro a i s Iln9'✓oL t cd e, the bLhble cop maP he peeled back nor inspeaien, but manse 717i e wrap m pro^. the blu[s frurc I aSeizs and ocSe' damage myp tonskucfwn is complete. Sept Memaretobe else the opening is 3/Vto 1/2"brgertllan Irklow site both vertWlryad hdrmedullly, ` You may w sh to predrill the trstallabon holes in the M e Wls the. DaveganY Nre AnevWxymid holes a, pay Taming as arendt Sep 2 Apply a gamrous beadof silkane W the badcdde of the mourlang M. Use enough slllmne to wOdav, 40 all vdtls between Re, M and We wall manning. Step lou"Heewledm"Poodmopeen9franthe Ott ide. The willow is labektl'1 'and'oubade", but dtlwse labels have been removed, the Blaring bradsMudd ahelys be to lm IAdtle of the bulpl . Sq;4 Instal shims under the 01 adjuring diem lade me urk a Plant, in the opening. Shims should be (deed under ft sla ewsY 2 feet, The widow should be basicallycentered mitepainlaiI walk no Asks than VV gap bebe rethe M. and wall ft.. SW S IrwFnlla#IOa 1-1/2"Rural 4'from the caner of the fin at a00 and of the leadsgl and bothrobe Step 8 Imtag the remaining fastens M W hcimasH is, from the corner spews W the darter n, each bade member. be Use are not ow, [e We spews ed 1them1moighd M. Also, make sure thescreadisgo In straghtani do notausete frame to bow. Wall frampg ahoud be e minimum of #2 SpruarykwJNr.. Faabamrs should be #10 spews of sundet Re4th to achieve 1 3lepenetration Red the eagand no Itls than llY inner edge of tram Fasersarquandfies needed in eWkside of frame to achlawe B"spao Length of Barre Member 10" de' 16' a4• 42" 50° sr 46". 74' 82" 00" W Numbs of Fasteners 2 i 4 • ! ) 6 9 Ye 11 1 12 1 33 Step 7 Renove slams, aNiane out' from second the fin and Inspej, he ham a wads the sllkae W At any Wads. Sep a If desired, a Poem ireulale an be applied to the mterlor gap beween the wintlow end wall framing. I! applied, ark mu#be pie NON EXFANOIAI{; rypgpOAvf. Aep 9 Since lkese windows are lypiallY used W rooms with high name, le; bathrooms, It is recommended that the interior gap between the window and wail naming also be salad wah a kone all bloled so as not to intefee wah th instadaticn rd wallboard file or trim. Step 10 Once all consbuctlon Is complete, renal the bubble weep fran the hells end cufsde of ft all A neareary, clean the boos wiha mid dialegantand wane water using awfi abut. Failure to follow those Procedures will void any and all warranties. GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION AND CALL OUTS. Product Approval Submittal Affidavit Building Address: Contractor: Building Permit: Product Design Pressures Manufacture Model # Attachment Method Approval # pp Roofing: 1st CIDE hoice CDOUNTY 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 FLAMCO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, Products Inc. "Off -ride vent" 1"FROM EDGE AND 4" D.C.ICA pL21580.1 R-1 ROOFING UNDERLAYMENT: 1st Choice TAMKO BUILDING PRODUCTS LLC TAMKO No. 30 #30 ASPHALTSATURATED ORGANIC FELT UNDERLAYMENT SHALL BE APPLIED AND ATTACHED IN ACCORDANCE WITH R905.1.1 FL12328-R8 2nd Choice Overhead Garage Doors: 1st Choice +30.0/-30.0 CLOPAY 5' 16 x 7 2"x 1" P.T. WOOD JAMB WITH (5) 1/2" DIA. x 8" "1" BOLTS FL16546.1 2nd Choice +30.0/-32.0 CLOPAY 53W5 8 x 7 FL15279 36 Swing Doors: 1st Choice +67.0/-67.0 THERMA TRU-CORP. FIBERGLASS DOOR GLAZED INSWING 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS " AND O.C. THEREAFTER. THE DOOR FRAME SHALL FL20461.1 2nd Choice +67.0/-67.0 THERMA TRU-CORP. FLUSH FL20461.19 FIBERGLASS DOOR OUTSWING BE ATTACHEACHE D WITH 3/16" X 3" WOOD SCREWS MIN. FROM F0461.2 TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. THEREAFTER. (TYPICAL ALL 4 SIDES) Siding: 1st Choice +0/ -146.3 The Tapco Group 7" Staggered INSTALLAITON EASTERNERS ARE GALVANIZED STEEL ROOFING FL20403.17 Shakes NAILS 11h" LONG WITH 1/8" DIA. SHANKS & 3/8" DIA. HEADS AT 10" O.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL h01 N.A. N.A. N.A. nd 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, 11I EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. FOR INSTALLATION THROUGH 2x BUCK USE #8 WOOD SCREW OF FL 17676.1 R9 +40/-50 MI WINDOWS 3540 SERIES Single Hung (flange) FL 17676.8 R9 3540 SERIES +50.0/-50.0 MI WINDOWS Picture window SUFFIENT LENGTH TO ACHIEVE 11fz" INCH MINIMUM EMBEDMENT IN WOOD SUBSTRATE. FL18644.3 R3 Mullions: 1st Choice M-1926 MI WINDOWS Mullion Vertical FOR 3/16" ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 114 FL 18504.1 Horizontal MINIMUM FL 15804.2 M-1926 EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM lion EDGE DISTANCE Fixed Glass: 1st Choice +50.0/-50.0 BL K 625 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR FL18644.3 R-3 WITH MIN. 11/a"EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD 2nd Choice BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. 3rd Choice Soffit: 1st Choice5QEDILENGTH +55.0/-35.0 KAYCAN LTD 8" BEADED 11/2" NAILS 10" O.C. IN FL16503.4 R-3 Hurricane Panels: HURRICANE STORM 24" Ga. DIRECT MOUNT. TOP a/y"-20 MALE PAN W 46 PSF EXT/ Gaivanizetl / FL16293.1 1st Choice 46 PSF INT. PANEL MF( 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 r��r� l� ) I k ti ui m 0 N a a m W y m Y `o O g. I CN 3 o \,'\;�U11911II111et ��O ���J 3 \\\�v�` e\ •. c Q••� taS •••°• ro •• `�0�� s✓�'? O IU f LCii Y d �1 1 0 C n1 E C w m _e19,y ci 28 —'e Y £ca1niom0 psx€'e33€� aeffi'€9L2vcPp =5'a.ue3g8§Ea.ag2�tw1mg5wgS€eg-wi� W0a�w41�-waCi m9Gw= ¢WaJNd wmasaV�t»J0 to 1- IA 00da 36 P, u_ LL 0"-0n6 VNZ �j ;2Dogmw is.DoRd dLL Z o 1-8 Z V J 2 kJ W WWW.FMENG.COM ❑ ❑ ❑ d m N / ■13 rota■ \ Z m _ 10 z o 3 W a a9i a O m � z V) 8 (� N m VJ 1616 w a 0 W N g _ $ O 1��`; i (a U - crow E ---- !, w m o �rro0 o d c 00Ss a• - Q N Obog QW of � r�11hu� u�ua� FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: 0 Ila— zc m LL1 YO N � M r m o 2 z N � 3 = J N (�JW� m o —.1 m U) U) In L Model Name / Number: 2000 Plan Issue Date: Thursday, October 29, 2020 KA PROJECT NUMBER: 20-7925 Sheet: Of: S-5 MATERIAL REFERENCE INFO (PSL) FOL MECHANICALLY FASTEN AS ; _ /' RESISTIVE UP E BARRER FLASHING REQUIREMENTS NECESSARY IN CORNERS THROUGH / RESISTIVE BARRIER& WEATHER RESISTIVE THESE DETAILS ARE GENERIC AND MEANT TO SHOW SELF -ADHERED FLASHING TEMPORARILY SECURE BARRIER GENERAL FLASHING AND WATERPROOFING METHODS DOOR ROUGH OPENING !' /WEATHER TO BE USED. R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior P RESISITIVE WINDOW UNIT wall envelope shall Include flashing as described In Section R703.4. A water -resistive barrier Is described as a BARRIER s WOOD FRAME CONSTR. material behind an exterior wall covering that is Intended to resist liquid water that has penetrated behind the exterior TAPE EXTERIOR SELF -ADHERED FLASHING 3/4"-1"BEAD OF CONSTR. SLOPE covering from further Intruding Into the exterior wall assembly. An exterior wall covering Is described as a material or SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER 0.3 in: 12.0 in assembly of materials applied on the exterior side of exterior walls for the purpose of providing a weather -resistive OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING barrier, Insulation, or for aesthetics, including bat not limited to, veneers, siding, exterior insulation and finish systems, WALL BY 61N. UP JAMB 6". USE LIQUID NAIL BRAND PRODUCTS DETAILS architectural trim and embellishments such as cornices, soffits, and fascias. paeeueLeom""owl OR EQUAL WEATHER PROOF CAULKING 17711 SELF -ADHERED FLASHING R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTIR 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 horizontally, with the upper layer lapped Pped over the lower layer not less than 2 Inches r; SEAL TOPS OF JOISTS ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 (51 mm). Where Joints occur, felt shall be lapped not less than 6 Inches (152 mm). The felt or other approved material W UNDER DECKING i rSUBFLOOR shall be continuous to the top of walls and terminated at penetrations and building (SEE DETAIL WP07) appendages in a manner to meet the SELF -ADHERED FLASHING requirements of the exterior wall envelope as described in Section R703.1. y a WIRE LATH R703.7.3 Water -resistive barriers shall be Installed as required in Section R703.2 and, where applied over wood -based o HEAD FLASHING TIE-IN INSTRUXTIONS: Detail Irl$trUCtlOn$ sheathing, shall Include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of 1. Cut, fold up & temporarily secure weather RIM JOIST Grade D paper. The individual layers shall be Installed independently such that each layer provides a separate resistive barrier above header to allow for flashing installation Refer to the number marked as ® in each detail that corresponds to the continuous plane and any flashing (Installed in accordance with Section R703.4) Intended to drain to the water -resistive Y 2. Self -adhered flashing plus head flashing under weather numbered Items In the IISt Of InStfUCtlOnS below: barrier Is directed between the layers, BUILDING `o resistive barrier o PAPER 1. Install self -adhered flashing in order as shown b numbers 3. Fold weather resistive barrier back over head fleshing and 1 'I g y Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to H seal with tape 2 2 2. Install flashing and weather resistive barrier to form water shedding laps or greater than that of 60-minute Grade D paper and Is separated from the stucco by an Intervening, substantially € v O 3. Self -adhered flashing can be substituted for building paper nonwater-absorbing layer or designed drainage space. v 4. Split the release paper using the ripcord (Split release on demand, R703.4 Flashing.Approved corrosion -resistant flashing shall be applied shin Wfashion in a manner to prevent entry of c Scale: NTs embedded in the adhesive layer) for ease of installation and to minimize PP g PP g p ry SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING y ) - water Into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes y FLANGED WINDOW WPM 1 EXTERIOR DOOR WITH DECK - SECTION A ]WPO 2 CEMT. FINISH SILL/ POTSHELF/CHIMNEY SHOULDER W P03 scoring cuts used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the m FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER 5. Remove all release paper per standard installation instructions and building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint } adhere to substrate using a square piece of flashing material (6" x 6 „ expansion and contraction, ASTM C1281, AAMA 812, of other approved standard as appropriate for the type of sealant. EXTERIOR SHEATHING RUBBERIZED ASPHALT Fluid -applied membranes used as flashing In exterior walls shall comply with AAMA 714. The flashing shall extend to the 3/4"-1" BEAD OF CONSTR. RUBBERIZED ADHESIVE 6. Fold as shown b arrows surface of the exterior wall finish. Approved corrosion resistant fleshings shall be Installed at the following locations: `a`�`O�S\�RO Iw EXTERIOR SHEATHING INSTALL SELF -ADHERED ASPHALT -� ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD y THRESHOLD OF DOOR AND RETURN FLASHING, SEE ADHESIVE 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the 3 NN " ° B SELF -ADHERED FLASHING 9 Y ry. J 9 9 9 Y '• . •K UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW exterior wall finish Of t0 the water -resistive border Complying with Section 703.2 for subsequent drainage. c o J E ✓" REFER TO TECHNICAL SEE DETAIL WP01 tight to comer P. N LETTER ON CHEMICAL OR EQUAL WEATHER PROOF CAULKING ( ) 8. Mechanicall fasten as necessary Mechanically attached flexible fiashings shall comply with AAMA 712. Flashing at exterior window and door openings E j 6 ••'© w COMPATIBILITY SCORED y ry shall be Installed In accordance with one or more of the following: RELEASE PAPER Q C 1.1 The fenestration manufacturer's Installation and flashing Instructions, or for applications not addressed In the E U _ •(�G fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where c SELF ADHERED SELF -ADHERED FLASHING, �'• RELEASEE PAPER TO EXPOSE flashing Instructions of details are not provided, an flashing shall be Installed at the sill of exterior window and - ✓ •�• •. FLASHING VERTICALLY AMIFROM 6"aoeESlvEAssrlowNl P P g FLO VERTICALLY FROM ' BOTTOM OF door openings. Pan r to ingthe shall be sealed or sloped In bs such manner as gg to director to plan flawhl g hall >` 4j� AR pF • •°t0� A� \� THRESHOLD � exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using : s NECESSARY N CORNERS THROUGH MECHANICALLY FASTEN AS incorporate flashing or protection at the head and sides. O/77�fffffl 1 ttt`,y SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING 1.2. In accordance with the flashing design or method Of a reglstered design professional. £ tTp 1.3. In accordance with other approved methods. .a N SFLASHINLASHINHEREDG 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or ELF-ADtJ FMA/AAMA/WDMA 400. v F s 2 0 2. At the intersection of chimneys or other mason construction with frame or stucco walls, with projecting lips on both m SELF -ADHERED FLASHING 5 y masonry I NAILING FLANGE t (� sides under stucco copings. 2 G) 4 3. Under and at the ends of masonry, wood or metal copings and sills. r DO NOT FLASH OVER 2 SEAL TOPS OF JOISTS 1 UNDER DECKING 6 4. Continuously above all projecting wood trim. v FLANGE BOTTOM NAILING 8 (SEE DETAIL WP07) 22 7 W ;b S. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -fame construction. g w g W N 00 In 00 SELF -ADHERED FLASHING //�� SELF -ADHERED FLASHING W P06 S. At wall and roof Intersections. 8 �' Q HALF ROUND WINDOW WPOT EXTERIOR DOOR WITH DECK WP05 SELF -ADHERED FLASHING INSIDE CORNER 7. At bulk -In gutters. m m N m g W a 8 Hm €jig Q �vM9OO ui a SELF -ADHERED FLASHING 2'd °i Z X 3 DECK PROTECTOR i3 a J ; \�� 0 SHEATHING . Y .§.n C It�+ wary m¢ €'0 PER Z 1 7/8" Cement Plaster g % a _ in accordance with 7/8" Cement Plaster o. t e E. s LL 0 � a - - In accordance with o g ° l9 0 y - SELF -ADHERED i. ASTMC926 ASTMC926 08. §H's W FLASHING PATCH 5 P fe R s WWWJFD.SENG.COM ❑ ❑ ❑ Felt backed metal Felt backed metal 2 lathe in accordance 'o SELF -ADHERED FLASHING .;: with ASTMC1063 .: lathe m accordance N z DECK PROTECTOR .• - with ASTMC1063 e o h L W - 0 71Building Paper Building Paper Y z d10 7/16" O.S.B. 7/16" O.S.B. 9 n , (n � W + ' sheathing sheathing = a DOUBLE ; ,� , 3- rn , 0 r SINGLE JOIST z , JOIST Metal Keep top edge V) O m SELF -ADHERED FLASHING , m _ SELF -ADHERED FLASHING j ' Flashing of weep screed m o 2,below top of m block E 3., MIN 2 Unperforated cauk bottom W O 5 Weep ncreed joint onlyMai c �� U CAE ta Bottom of Metal Flashing r 00 Y SELF -ADHERED FLASHING SELF -ADHERED FLASHING APPLYALIQUID FLASHING TOTHE MASONRYOPENING HEAD, JAMB, SILL IN Wee Screed 3-1/2" Unperforated y = c ro 1HO.8362x;DECK JOIST W P07 OUTSIDE CORNER W P 08 ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE W P09 1 1/2 to 2" Flange 7/8" Weep Screed c 0.2 o INSTALLATION OF THE BUCKIRECEPTOR, Above Roof 1/2" Cementitious 2' - ¢ Sheathing Decorative Finish H DAMS HOMES _ 5 • • i , All inside and .. EXTERIOR o outside corner will FLORIDA CONTRACTORS LICENSE NO. CRC1330146 CEMT. FIN. WINDOW UNIT need to be miter cut and caulked all 3000 GULFBREEZE PARKWAY Cement Plaster s GULFBREEZE, FLORIDA 32563 in accordance °• becaulked using BUILDING PAPER butt joints need to SLOPE SLOPE with ASTMC926 g DIVISION LOCATION: SLOPE 0.3 in : 12.0 in Vulcum caulk for all 0.3 in : 12.0 30 5 (0.6 cm: 30.5 cm) 0.3 in :: 30 5 over wood 2nd y (os cm : 30.5 cm) (os cm : 3os cm) floor PORT ST. LUCI E �,�� ` � Jab Information: N SELF -ADHERED FLASHING a WIRE LATH SELF -ADHERED FLASHING ~ - EXTERIOR BUILDING PAPER CEMT. FIN. N rl WIRE LATH 0 ". � SELF -ADHERED FLASHING 1/2" Cement c Plaster Finish m 0 LO WIRE LATH Block W y 2 1/2" Perforated $ "0 ci BUILDING PAPER BUILDING PAPER Flange 1/2" Weep > I - Cement o Screed N `i 0 E Plaster Z Ne (J m n over block t O J W� M o EXTERIOR IsIflDer J m (n U) to WINDOW UNIT CEMT. FIN. Slab Install bottom Model Name / Number: edge of weep screed 1" below = 2000 finish floor o Plan Issue Date: Thursday, October OPTIONAL DETAIL $2 2 KA PROJECT NUMBER: 3 s Note: The building paper and metal lath Y 20-7925 SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING �/�� must be installed over the top of i^1 WEEP SCREED DETAIL Sheet: Of: CEMT. FINISH WINDOW HEAD FWP 1 O CEMT. FINISH WINDOW SILL W P 11 CEMT. FINISH PARAPET WALL y y P 1 2 the weep screed. SCALE: NOT TO SCALE W P s WATER PROOF a 001 DETAILS y— .__ ®——�_--r- ------- I� COVERED PAT-10 � 1 f = --f- I VCRL CeLas.SH 253ii 1 _5SH I a5WIT W—E kGf'FSST �`:FI��r 42X42 A/C SLAB h4`2° - BY BLDR MIN ,�� MA __ 2' FROM WALL ' VAULT CEILING 10x6 1wcd - ... .. 55 1 ....... 265 z _ VAULTCLCa 14x8 lwcd` ;i II: 6 J Is 220 ` 148 lwcd u L o ^ELI — 5 : v 8" - 10x6 1 wccf - ........ .... .. xc'as^ ATcux Err x4`1wcd / F. r JAUkT 4 x 351 eau r:IUNa 14x14 rag. 1 » x14 r - 6 n i m f1 ,':= _ 5 both duct 10x6 1 wcd i 10,, ;::. 40 to roof cap loxfr 1 cd 4'-4" w� standard 70 10x10 rag m I ::::. - ss .....,...... ifs.. ... 110 24x18 rag :I a " 'e65 'I cfm bath fan - - - 10x6 1wc pis 6'r 40 it 10x6 1wcd r ;r ` loll ' BE€�RQOI�i ` ,vas cr;L:Nc 65Ox6 1 wcdl' ._ 10x10 r 2868 :: I` 4" Is dryer duct to roof cap EQ sE{ w/dryer vent box •::: :.: > VAULT CLA. ATiiC ACi'Esi L.O Xrt:1N RL:LI -- k.." - ; -- - g BW2 22' X aft" MIN -- 1 20 ss./ F x4 1 1;-------- 11 BA. 2 2 1 re ` 5 bath duct VAULT CLG Svc to roof cap FVS �� x „ GRE S w/ standard 70 ` _a 1 •::. - 2868 [ ..... . L':..`.' :. 9 v ./ Er COL ING -- cfm bath fan 8" - 165 12x12 ra - _ 14x8 1wcd - 1 - ----------- -------------------- BEDRO M 3 - 8'-fs" CHUNs' i R.0 ' 1 , i r I' 1 1 1� , r — � 1 1 -- - - AR CALCULATIONS ELiRE95 -- 7 ; _ { __ Er r OWRI41EAD Mort - lsL FLCM.Pk 2004 H.E. DBL 25 uN $, 1 �` lt3' X "T' 0WRNEAD LIDO TOTAL L"RN'G A) 2WA &F. NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED FLOOR PLAN SAGE 754 51. 1 INCH UNDERCUT BELOW DOOR'S TO HABITABLE ROOMS ;akm) s ,.F- Transfer ducts/grills sized in compliance s�E:u4•=1`0"¢A COVERED Yhlr.)/LA" 2W 5.F with Florida Residential Building Code-M;1602.4 ELEVATION W. TOT&ARFAUNf)EkRW- 3M13 S.F. balanced return air. EXCEPTIONS 1-3 Must have a minimum clearance of 4 in hes around the air handler per the State Energy code. All duct has an r=6 insulation value. V C/) M a W LU Q REVIEWED FOR COC E COMPLIANCE ST. LUCIE COUNTY BOCC W LLB 57 LU FILE COP 2 0 Q o O (V 0 m � Q N NO O LL — (LU 1 LU �(' Q m I— Q � O Q [if �o M r—•�I li -i � L/D / C) C, Rating