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Home My WebLink AboutBuilding PlansTERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA INDEX OF DRAWINGS TERMITE PROTECTIONSHALLBEPROVIDEDBYREGISTEREDTERMITICIDES,INCLUDISOILAPPLIEDPESTICIDES, CAST IN PLACE CONCRETE GCODE CRITERIA SHT NO: 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 TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES. AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." PLUS OR MINUS 1% AND HAVE 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 11/2" TO FORM U.N.O. 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A4064A/ 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 LEIS OF FIBER PER CUBIC YARD. FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL FLORIDA FIRE PREVENTION CODE 6TH EDITION (2017) FLORIDA BUILDING CODE ACCESSIBILITY 6TH EDITION (2017) NFPA 70.14, NATIONAL ELECTRICAL CODES (NEC 2014) & 6TH FBCR Ch. 34-43 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318-14) SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301-10) 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM A615/. BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530.13) NOTES: A615M GRADE 40 U.N.O.: REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRECAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2015 EDITION 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD .ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 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 ADIFFERENT EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 6th. EDITION (2017) IS TO BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. WOOD FRAMED CONSTRUCTION MANUAL 2015 EDITION - APA PLYWOOD DESIGN SPECIFICATION 2012 EDITION AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE/SE17-10 ALUMINUM DESIGN MANUAL -2015 EDITION 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE. ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: EXTERIOR COVERING MASONRY WALL CONST. (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (B) LOCAL STATE AND FEDERAL BODIES R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C 926 AND ASTM C 1063 AND THE PROVISIONS OF THIS CODE. I. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90-014, WITH A MINIMUM NET COMPRESSIVE PSI ) STRENGTH SHALL2. MORTAR 1900 PSI (Ym CONFORMING 3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A7MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT.28 DAYS DEFLECTION CRITERIA EXTERIOR WALL LATH ATTACH EMENT L C LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION RESISTANT MATERIALS EXPANDED METAL tl)i 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. S. 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 LOFT, ROOF.TRUSSES* ROOF RAFTERS LL/360 LL/180 TL/240 TL/120 COMMMENTS: N MIRE LATH SHALL BE ATTACHED TO WOOD SHEATHING WITH HAVING A WOVEN /2" LONG ++ CAGE NAILS WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. ROOF RAFTERS (W/O CLG) LL/360 TL/240 7/16- HEAD, OR 7/81, LONG, 16 GAGE STAPLES, SPACED NOT MORE THAN 6 INCHES ON CENTER VERTICALLY 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. FLOOR TRUSSES/ BEAMS ** LL/360 TL/240 AND HORIZONTALLY (REF 2017 FRG R703 7 11 7. GROUT STOPS SHALL BE. PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF FLOOR I -JOIST*** LL/480 TL/240 R703.7.2 PLASTER. PLASTERING W/ PORTLAND CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHEN APPLIED OVER METAL LATH OR WIRE LATH AND SHALL BE NOT LESS THAN TWO COATS WHEN APPLIED OVER MASONRY, CONCRETE. R703.7.3 WATER -RESISTIVE BARRIERS. 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 N Y UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS: PER CODE ACI 318-14. It. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. *TL MAX 2" UP TO 40FT SPAN * *TL MAX 3/4". *.* TL MAX 1/2" GENERAL ROOF LOADING WOOD CONSTRUCTION - SHINGLE ROOF (PSF) METAL ROOF (PSF) TILE ROOF (PSF) HEAVY ROOF (PSF) WATER -RESISTIVE BARRIERS SHALL BE INSTALLED WHERE CEMENT PLASTER (STUCCO) IS TO BE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GA13LE TOP CHORD LL 20 20 20 20 PLANE AND ANY FLASHING INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL LAYERS. THE BARRIERS SHALL CONSIST OF ONE OF THE FOLLOWING. SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BES.P.F. #2. TOP CHORD DL 7 7 15 25 1. TWO LAYERS OF AN APPROVED WATER RESISTANT BARRIER MATERIAL IN ACCORDANCE WITH R703.2. 2. ONE LAYER OF AN APPROVED. WATER -RESISTIVE BARRIER (PAPERBACKED STUCCO LATH) OVER AN APPROVED .SYNTHETIC HOUSE WRAP. 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 1996 OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION LL* BOTTOM CHORD BOTTOM CHORD U. 0 10 0 10 0 10 0 SO TOTAL (PSF) 37 37 45 55 R703.4 FLASHING. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. BOTTOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE 20 COMPONENTS. FLASHING SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. ATTICS W/ HEAVY STORAGE 50 • 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. 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. *.ATTICS W/ NO STORAGE (NON -CONCURRENT) 10 NOTE:. LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 8. ALL. ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. PARLLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.OEFb= 2600 PSI GLULAM BEAMS: SP/SP 24FV5 LAYUP 1.7E Fb=2400 PSI MIN. 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND. FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: APPROVAL FROM FOR OR INDICATED ON PLAN GENERAL FLOOR LOADING AT WALL AND ROOF • AT BUILT-IN GUTTERS. FLLOOR SHEATHING: T&G AC GROUP 1ROOF DECK: PLYWOOD C-C/CD, 1APA RATED OR OR B(48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. FLOOR WALL SHEATHING: 7/16.. STRUCTURAL I OSB EXPOSURE 1 OR15/32" RATED OSS EXPOSURE 1 TOP CHORD LL TO CHORD DL 40 (PSF) 10 PS I COMMMENTS: A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. WIND LOADING CRITERIA WIND SPEED (ULTIMATE). 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-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 :9 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA (D O (+) 27.6 (+) 27.6 10 (-) 29.9 (-) 37.0 (+) 26.5 (+) 26.5 20 (-) 28.8 0 34.4 O 50 (+) 24.8 (+) 24.8 O "O O 27.1 (•) 31.1 (+) 23.4 (+) 23.4 100 (-) 25.7 (-) 28.8 DIAGRAM GARAGE DOORS*. SOFFIT 9'-0" x 7'-0" 16'-0" x 7'-0" 1-) 51.3 (+) 24.3 (+) 23.3 (-) 27.5 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a"= END ZONE IS ONLY W/IN 4'-O" 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 3.1 FOUNDATION DETAILS 4 ELECTRICAL PLAN 5 ELEVATIONS x 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS C S-4 DETAILS h S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS M-1 HVAC m a3` aaaaaa��L�` T�(Ti�i is Aq . 0 m v: 7864 L No k a• VA C * : is t D O' TE O:tu+ m S A F 2 ©' c T. ads G�i d a 4 v o 2 0 °0 €w g B (oNr Lo ID ao m Lm VSm ii fi fi as O mrnd BOTTOM CHORD LL. 0 (PSF) SEE FLOOR PLAN FOR ACTUAL PRESSURES a PRE ENGINEERED WOOD TRUSSES y �. g . j w BOTTOM CHORDOL 5(PSF) o A®LLw O acN\o` O: ww 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER £ g Z a €m d STRUCTURAL PLAN d'" B = y$ 9 z o 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS SPECIAL FLOOR LOADING ®w g m m a o o "t ¢ m O -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. 1 w 8.5 B e m 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF25%) TO GAME ROOM 60 (PSF) COMMMENTS: o s aIL a Z < m r d f WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. BALCONIES/DECKS 40 (PSF) s ue`. 13 o p g 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. BALCONIES OVER 100 SQ:Fi 100 (PST) I s 2 D 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY LIGHT STORAGE 125 (PSF) THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. LIBRARIES $ � WWW.FDSENG.COM 000 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. READING ROOMS 60 (PSF) B (DM 'o 7. PR&ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. a �I o STACK ROOMS 150 (PST) (V'/j Z r M SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, H AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED GUARD RAIL ® HAND RAILS (d) 200. (PSF) a Z M 0 AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. GUARD RAILS IN FILL COMP. (f) 50 (PSF) ///�� ` Z - 8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) 5 (' `. ¢ 'o SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 (PST) STAIRS 40 3 �/� _ UPLIFT CONNECTORS FOOTNOTES (PST) V J z QQ I 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG $ ^ `V) 0 d TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD THE TOP: m W4w F f BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A m NOT NEED TO HAVE CONNECTORS APPLIED, PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR �_ HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. d U MORE INFO. _ a n �m w o O FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: a mm Io 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET". EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. It is the Intent of Designer/Engineer listed in the titleblock of these 10 w o` o 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 c PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals clear information. Every attempt has been made to g '. _ r N 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG #5 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED, prevent error. The Builder and all subcontractors are required to sn V m y a THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE) MIXED PER THE MFGR'S 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE review all the information contained in these documents, prior to ='. Ixo o m INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 6TH EDITION (2017) RESIDENTIAL. the commencement of any work. The Designer/Engineer are not H 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 "0 DURING BOND BEAM POUR. CONTROL OF CONSTRUCTION SITE: undetected and not reported to the Designer / Engineer prior to ® DAMS H0111419 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. construction, All construction MUST be in accordance to the o KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY FOR CONTROL OFTHE TO FOOTING). information found in these documents. Any questions regarding the 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION. MAYBE SUBSTITUTED WITH (1) SIMPSON MTSMI6TWIST STRAP W/ (4) 44"x 2i,6" TITENS TO CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED T0, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND .VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE o - MASONRY AND (7}10d NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 ALBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE information found in these at 321. plans should be directed to our Quality FLORIDA CONTRACTORS LICENSE N0. CRC1330146 TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER Assurance Manager at 321.972.0491 immediately. No backcharges 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. 3000GULFBREEZE PARKWAY will be considered for reimbursement by the Designer/Engineer � PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED T0, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER " GULFBREEZE, FLORIDA 32563 NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 31N A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE without advanced notification and approval b the CONSTRUCTION AND KA AND FOR HAS NO DUN TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON. pP y Designer/Engineer. Payments will be made in accordance to the a MISSED, CONTACT THE FOR FOR SUBSTITUTION. terms of the agreement. s DIVISION LOCATION: 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26)i PORT ST. LU CI E 16d x 2-1/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT 9 Job Information: FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. 2ge3"-o-7 MASTER REVISIONS REVIEWED FOR N CODE COMPLIANCE DATE DESCRIPTION a ST. tUCIE COUNTY � o BOCC Ea z DAMS HOMES �� r - 0) �cc Of Northwest Florida® FILE C 0 °' OPY m -�L, U COa N 0 O JM Uj 'Z'^D o N W (n t�0 VJ mVI Model Name / Number: N RECEIVED o Plan Issue Date: �n Monday, February 17, 2020 @ VI KA PROJECT NUMBER: MOD�L -rA, r ftnif€1flp 20-0962 E low mg m Sheet: Of: 0 0 son COVER SHEET I' GENERAL FOUNDATION NOTES UNLESS NOTED OTHERWISE 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2 4" 25M PSI CONIC. SLAB W/ 6X610/10 W W F, OR MINIMUM .75 LBS OF FIBER PER CUBIC YARD FlBERMESH/FIBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND NER-284 FOR FlBERMESH OR NER414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER & TREATED FOR TERMITES. 3 • INDICATES FILLED CELL W/3000 PSI CONIC. FROM FTR. TO BEAM W/ (1) #5 REBAR GRADE 40 U.N.O. TYPICAL ABV. SLAB. HOOKED FTG DOWELS 17' EMBEDMENT W/ 25" EXT. ABOVE SLAB. 4 CONSULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE U.N.O. ON PLAN. 6 NO WOOD STAKES PERMITTED IN FOUNDATION. 7 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. 8 ALL FOOTING SHALL BE MIN 12" BELOW GRADE 9 MASON TO COORDINATE WITH BUILDER ANY ELECTRICAL REQUIREMENT .THROUGH SLAB 10 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY 11 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR) IN EQUAL LIFTS NOT TO EXCEEDING 12'.THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000PSF. FOOTING SCHEDULE MARK SIZE DEPTH REINFORCING GRAVITY CAP. [Ibs F1,0 1'-0" X CONT. 11�0" 2 #5 E.W. GOT. 2000 F2.0 2'-0" X 2'-0" 1'-0' 3 #5 E.W. BOT. 7200 P2.5 2'6" X 2'.B" 1'0" 3 #5 E.W. DOT. 11000 F9.0 3'-0' X 3'-0" 1'-0" 4 05 E.W. GOT. 15600 F3.5 3'6' X 3'-B' 1.0. 4 #5 E.W. BOT. 21500 F4.0 4'-0' X 4'-O' 1'-0" 5 #5 E.W. BOT, 28000 F4.5 4'6" X 4'6" V-4- 5 #5 E.W. GOT.. 34500. FF5.0 5'-0" X 5'-0" 1'-4" 6 #5 E.W. BOT, 42500 F6.0 6'-0" X 6'-0" 1 1'4" 7 #5 E.W. SOT. 61500 LEGEND Q - INDICATES SINGLE -STORY FOOTING ® - INDICATES TWO-STORY FOOTING - INDICATES CONCRETE FOOTING SEE SHEET 3.1 FOR DETAILS AND SCHEDULES 1755 PLUMBING RISER GRSL FOUNDATION PLAN SCALE: 1/4" = 1'-0" ELEVATION "All & "B" 0 O`%%% P Pg b N cq w No 87864 ro e 6 ) ST TEE of cc w i R GJ O LD v 0 c m E tit 2 SI E�FQ ��n3�g7^,1QmLLmrno'ud' ipstWa�oirp zmiFt4 G 00 woFnpppQJw pO1YiW ID v�g 13 <z KIL O N O 0 V cog � r Ci ]]] WWY.FDSENG.COM ❑ L1 ❑ m Z M rn o w Z r Z w cry ---, c ¢ L J J 3 1 c Z o. 4 1 v w % W I E U — W 0 w o t � N c m �Ul D c (6 ' w iS N E F- o 00 00 v N S C a — .rn ¢rncSn 4m m a ® D 8 'HO 5 N G 0 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 a. PORT ST. LUCIE I Jab Information: j a o N r100 M 0 Y 0 VJ s n_ W 12 04 LU F- E E C M o c > (0 N r O) C 16 m m V c a 120 _3 W O-00(/)ch LO Lo N a VI Model Name/ Number: U 1755 3 o Plan Issue Date: a Monday, February 17, 2020 0M V I KA. PRO[FCT NI IMRFR: s 20-0962 T Sheet: /'� Of: N 3 w L m 0 FOUNDATION PLAN 0 BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS. LUMBER UPLIFT MARK SPACING SPECIES CAP.(Plf) TOP BOTTOM NO BW1 16" (2) 16d TOENAILS (2)16d TOENAILS SPF UPLIFT BW2 16" SP2 W/ (6}10d SP1 W/(6}10d SPF 402 STUD, (6) 10d PLATE STUD, (4)10d PLATE BW3 . 16" (2) SP2 W/ (6) 10d (2) SP1 W/ (6) 10d SPF 803 STUD (6) 16d PLATE STUD, 4 10d PLATE NO BW4 16" (2)16d TOENAILS (2)16d TOENAILS SYP UPLIFT BW5 SP2 W/ (6}10d SP1 W/ (6}10d 16" STUD, 8 lOd PLATE STUD 4 10d PLATE SYP 439 BW6 16" (2) SP2 W/ (6) 10d SP1 W/ (6}SOd SYP 878 STUD 6 10d PLATE STUD, 4 10d PLATE N0 BW7 12" (2) 16d TOENAILS (2) 16d TOENAILS SPF UPLIFT BW8 SP2 W/ (6}10d SP1 W/ (6}SOd 12" STUD, (6)10d PLATE STUD, (4)10d PLATE SPF 535 (2) SP2 W/ (6) 10d SP1 W/ (6}10d BW9 12" STUD, (6)10d PLATE STUD, (4)10d PLATE SPF 1070 BW10 12" (2)16d TOENAILS (2) 16d TOENAILS SYP 0 BW11 SP2 W/ 12" STUD, (6)6YIOd 10d PLATE STUD, (4) 10d PLATE SYP 585 BW12 2(6) 12" STUD, 10d)PLATE STUD, (4) 10d PLATE SYP 1170 BW13 NOT USED OUBLE 2x TOP PLATE TOP OF WALLS_ SEE PLAN MASONRY WALL OR ICF WALL. SEE PLAN 2x STUDS PER DOUBLE 2x HEADER7 PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WFO9/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH SEE MS03/6-1 FOR NO UPLIFT CONNECTORS BRG WALL TO INDICATED IN WFO9 CAN MASONRY WALL BE IGNORED. CONNECTION INFO 2x MID -SPAN BLOCKING 7 CONNECTORS W/ (2)12d TOENAILS @ TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN 8'-0" SCHEDULE ABOVE F.F. 0 SEE FOUNDATION RN ,- PLAN FOR MORE 2x P.T. W/ 1/2" A.B @ 32" O.C. W/ 7" INFO EMBEDMENT OR 1/2 A.T.R. W/ SIMPSON SET W/ .. SW=SHEARWALL MIN. 7" EMBEDMENT PAST STEP DOWN.> REQUIRES MIN ALT.: SIMPSON 1/2" TITEN HD @ 32" O.C. - 7/16" OSB PLYW'D W/ SAME NAILS AT 4'oe IN FIELD AND EDGE. SEE NERABNOTE EDMENT W/BE #8 BRG. WALL DETAIL. DANDEDGE. GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. SP4, SP6 AND SP8 CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SP1 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 2 STORY PROJECTS ONLY) 6. IF "SW" IS INDICATED THE WALL IS CONSIDERED A SHEARWALL AND REQUIRES MIN. 7/16" OSB PLYWOOD W/ 8d NAILS AT 4" O.C. IN FIELD AND EDGE TO (1) SIDE OF WALL 7. ALL 2x EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 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, BW10 THESE WALLS ARE ONLY SUPPORTING THE FLOOR. LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOE NAILED TO THE PLATE AND THE 2x PLATE CAN BE ATTACHED WITH HARD CASED NAILS (GUN NAILS) AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 9. SP1/SP2-DRIVE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD. 10d= 0.148" DIA. x 3" LONG COLUMN SCHEDULE ' MARK COLUMN SIZE (BASE) CONN. & FASTENER UPLIFT(Lb) C1 (3) 2 x 4 #2 SPF (4) -16d TOENAILS 0 C2 (3) 2 x 4 #2 SPF DTT2Z W/ 1/2" WEE ANCHOR* & (8) 1/4' GE X 1 1/2- 2145 SOS SCREWS C3 (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 1 1/2- 2145 SDS SCREWS Fe -5 4 x 4 P.T.#2 ABU44 W/ 5/8":A ** G = 6665 SYP POST &. (12) -16d NAILS' 2200 U = 200 6 x 6 P.T. #2 ABU66 W/ 5/8" ATP** G = 12000 C6 SYP POST & (12) -16d NAILS U = 2300 8 x 8 P.T. #2 ABU88 W/ (2) - 5/ " ATR** G = 24335 HC7 SYP POST & (18) -16d NAILS U = 2320 C8 3.5 x 3.5 P.L. 1.8E Fb=2400 PSI HDU5-SDS2.5. W/ ( 2 1/2" SDS WS & 4) 1/4- x /8" EPDXY 5645 (WOLMANIZED IF EXT.) ANCHOR, OR ATR** 3.5 x 5.25 P.L. HDU5SDS2.5 W/ (14) 1/4" x C9 1.8E Fb=2400 PSI 2 1/2- SDS WS & 5/8" EXOPY ' 5645 (WOLMANIZED IF EXT. ANCHOR, OR ATR** - C 170 C10 3.5 x 7 P.L. 1.8E Fb=2400 PSI HDU8SDS2.5 W/ (20) 1/4" x 2 1/2" SDS WS & 7/8" EPDXY 6970 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** C11 5.25 x 5.25 P.L. 1.8E Fb=2400 PSI HDU8-SDS2.5 W/ ( 0) 1/4" x 2 1/2" SDS WS & T/8" EPDXY 7870 (WOLMANIZED IF EXT.) ANCHOR, OR ATR* * 7 x 7 P.L. HDU8-SDS2.5 W/ (20) 1/4" x 1.8E Fb=2400 PSI 2 1/2" SDS WS & 7/8" EPDXY C12 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** 7870 UMNTUD 1. sEEF�DORPLnNGENERALFOR WALL WIDTH. SCOL PACKS TO ANOTETCH WALL WIDTH LINO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL WF37/S-3 4. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2" ATR 6" EMBEDMENT FOR 5/8" ATR 8" EMBEDMENT FOR 7/8" ATR 5. IF (C] COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 6. SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALLAM COLUMNS (1.8E) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL DIA. / LENGTH PNEUMATIC GUN COMMON vs. GUN APPLICATION NAIL DIA.-LENGTH NAIL SPACING 8d 0.131" X 21h" 0.131' X 21h" SEE PLAN RING SHEATHING - SHANK ON ROOF ROOF & WALLS 10d OR 12d 0.148" X 3" 0.131" X 3" SEE PLAN BLOCKING & TOE 0.148' X 3'A" 0,131" X 3'A" NAILS & TOP PLATE 12d 0.148" X 3'A" 0.131' X 3'A" 8' O.C.(COMMON) STUD WALL 6" O.C. GUN NAIL CORNERS 10d 0.148" X 3" 0.131' X'3" S O C.(COMMON) STUD PACK 6 0 C. BUN NAIL COLUMNS 16d 0.162- X 3 %- 0,131" X 3'A" (2) 16D(COMMON) SEE PLAN (3) 16D j GUN NAILS) BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS (2) - 2 x.8 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) M OSB FLITCH PLATE. NAIL SIMPSON LSTA18 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD. POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 2 x 10 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BM BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 2 x 12 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) M3 OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) -13/4" x 11 1/4" LVL CONNECTION: PROVIDE (2) 2.0E Fb=2600 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) M4 TOGETHER USING (2) ROWS SIMPSON HTS20 TO WOOD POST 1/4" x 3 1/2" SDS WOOD OR (2) SIMPSON HETA16 TO CMU SCREWS @16" O.C. TYP. COL. U.N.O. ON ROOF PLAN. EACH SIDE. (2)-13/4" x11 7/8" LVL i 2.0E Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M5 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 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. (2) -13/4" x 16" LVL 2.0E Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 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 MARK HEADER SIZE REMARKS OH1 (2) - 2X6 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H2 (2) - 2X8 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H3 (2) - 2X10 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H4 (2) - 2X12 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET HS (2) -1 3/4" X 11 114 ATTACH TOGETHER W/ (2) ROWS 1/4" X 3 12' LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 16" O.C. TYP. EACH SIDE H6 (2) -1 3/4" X 9 114 ATTACH TOGETHER W/ (3) ROWS 1/4" X 3 12' LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 16" O.C. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2x4 WALL 2x6 OR 2X8 WALL JACKS KINGS JACKS KINGS SIZE EA. END EA. END EA. END EA. END 1'-0" - 3'41" (1) (2) (1) (2) 4'-0" - 9'-0" (2) (3) (2) (2) 16'-0" r (3) (4) i (3) (4) -10'-0"- GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE 1st FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS UNO ON PLAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/S3 5. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12" o.c. ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER. 6. FASTEN ALL HEADERS TO KING STUDS WITH (3) 12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION GRADE REINF, SEE PLAN 00 '� z f,, 16" (2) #5 REBAR (*) SLOPE MAY VARY 2W' MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REIRRENCE FMASW FOR STEM WALL OPTION 8. I I OPTIONAL CURB FOR F.F. VARIES MASONRY @ ELEV, O'-0" � ? it - - - - W/ (1) - #5 BAR CONT. • I 2 STORY: 20" X 20" REINF, tQi W 3) - #5 CONT. SEE PLAN • (2) # 5 REBAR BEARING F -- -I FM01 I SINGLE STORY FTG 1/2"=V-O" FM02 SECTION @GARAGE 1/2"=1'-0" REINF. SEE PLAN= WIN FM03 I THICKENED EDGE 11/2"=1'-0" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE OF GARAGE DOOR. EXTEND 6" BEYOND F.O.M. EACH END, TYP. I GAR. FIN. FLR. I ALIGN DRIVE W/ BOTTOM OF RECESS & PITCH DRIVE 01 ' 2 STORY: 20" 4" CONC. DRIVE W/ 1/2" EXP W/ 3 - #5 CONT, JOINTS 10" O.C. TYP. 16" (2) #5 REBAR FMO9 I SECTION @ GAR" DOOR 1/2' =1'-0" 2x BRG. WALL 2 STORY: 20" X 20" (SEE FLOOR PLAN W 3 - #5 CONT. FOR MORE INFORMATION) I 4 16 4" 245REBAR FM11 STEP DOWN BRG. 1/2" = V-O" SEE PLAN OPTIONAL CURB SLOPED GROUT SEE PLAN OR MASONRY AT. TO DRAIN 4"x 4"x 16" it o TYP. SEC. ELEV. 0'-0" WITH CURB (1) #5 BAR CONT. (GC. VERIFY) 60 z REINF. Io "• _ _ F F, (SEE PLAN) 2 #5 CONT. INSTALL LINING BENT BARS W/ MATERIALS PER MIN. 25" LAP SPLICE CO 0 c m E a 0 m a FBGR P2709.2 • ` -. " -" " - _ MUDDED FUR. 16" ' SLOPED TO DRAIN 05.CONT. .MIN. 1 FM14 SECTION @ RECESS SHOWER 1 1/2- = v-o" FM18 TYP" STEP FTG. DETAIL 1/z" = r-o" ALTERNATE: ' THE REINF. BARS SHALL BE #5 CONT REINF. GRADE - REINF. SEE PLAN CONTINUOUS AROUND CORNER SEE FND. FOR BY COLD BENDING THE BAR WITH QUANTITY S MIN. BAR LAP OF 25" #5 X 25" X 25", CORNER BAR ONE R ) FOR EA. HORIZ. i REBAR, TYP. U.N.O. (2) #5 REBAR 16" A/C CHASE 4" PVC SLEEVE 2 STORY: 20" X 10" THRU FOOTING W/(3) - #5 CONT. FM19 I TYP. CORNER BAR DETAIL 1-1/2"=V-0" FM23 TYP. FND PENETRATION 1/2"=r-0' STEMWALL SCHEDULE STEMWALL FOOTING DIMENSION MAXIMUM NUMBER/SIZE OF BARS LAT. F.C. SPACING (D.C. d 1 STORY d 2 STORY b 1 STORY b 2 STORY HEIGHT (h) IN STEM WALL 0'-0"-2'-0" 8" 10" 16" 20" W/ (2) #5 BARS <674# 6'S" >2'-0"3'-4" 10" 10" 20" 24" W/ (3) #5 BARS 674# 5'-4" >3'-4" - 4'-0". 12" 12" 32" 32" W/ (4) #5 BARS 11 4'-0" >4'-0 16" 16" 48" 48° W/ (5) #5 BARS CONT."-5'-4" 1162# 2'-8- & #5 @ 18" O.C. TRANSV. SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL SEE CHART ABV. -MAX. F.C. SPACING (D.C.) W.W.M. TO BE TIED TO #5 CONT. REBAR (1) #5 HORIZ. CONT. TIED' EA. VERTICAL REINF. BARS #4 TURN BAR 0 STEM WALLS GREATER THAN 4'-0" (1) #5 HORIZ. CONT. TIED' EA. VERTICAL REINF B FIN GRADE-8 MIN TO TOP OF STRIP FTG, COMPACTED CLEAN FILL IN MAX 12" LIFTS i STRIP Fro. W/ QTY OF REINF. PER SCHEDULE (3 SHOWN) 'MIN. COVER d FMASW I STEM WALL SCHEDULE REVIEWED FOR ODE COMPLIANC ;T. LUCIE COUNT BOCC FILE COPY NOTES: I 1. VERTICAL REINF. IN SOLID. GROUTED CELLS AT ALL CORNERS, IAMBS, WALL INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE , 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION. BETWEEN SLAB. AND •VERT. F.C. ABV. PON. WALL WHEN STEM WALL EXCEEDS 4'-0" FIBERMESH CAN NOT BE USED AND PER PLAN SPACING #4 TURN BARS ARE REQUIRED @ EACH FILLED CELL LOCATION. EACH BAR TO ! EE NOTE TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTOSLAB/ STEM #9 3. IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO CONSTRUCTION FOR MORE INFORMATION 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK +16" FILLING IS TAKING PLACE .0 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK @ 16" 1 h * O.C. VERTICAL, GROUTED SOLD WHEN STEM WALL IS GREATER THAN.4'.0" C TALL (TYPICAL ALL CORNERS) 6. IF STEMWALL IS WITH IN 5'-0" OF POOL OR WATER FEATURE FOUNDATIONS TO BE A MINIMUM 12" BELOW BOTTOM OF POOL OR WATER FEATURE. .SEE NOTE 5 7' ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. ' 8. R.403.1.4 MINIMUN. DEPTH: ALL EXTERIOR FOOTINGS (BOTTOM) SHALL BE PLACED AT LEAST 12" BELOW THE UNDISTURBED GROUND SURFACE. 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL NTS %IIIIIIIIplot pBLSo,,' o No 864 S N *W V. STAT flF � ` t ` Z' m 2 . J s a 2 Ile cCS � 04 (D m 00 00 D n rn D mrnd Z w � omwE a d� u � € Bum'. aa¢ .� !,L ?�.5. Z Zz; m �y'=B* e i c € O N 5 F 1. WWW.FDSENG.COM 000 Q LO Z N O z M o Q a J a z z a V) (D 0 uw o c m 12 N E OD w LpOS OD UVj aaC; C a mom 4m A W%A ■RIM LJA■ Wdff FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE IVI Job Information: O N U zONO ui N o c Gi z Cv 0) 1` S V S ra N `m t QJMLu 8 o ♦ Model Name / Number: 1755 ♦ Plan Issue Date: Monday, February 17, 2020 VI KA PROJECT NUMBER: 20-0962 Sheet: 3 w Of: ■ SCHEDULES & DETAILS LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 1,760 x 3 = 5,280 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 400 GEN LIGHT'G & RECEPT. +APP. CIR. = 33,830 SUBTRACT 100 % OF FIRST 10,000-10,000 A= 23,830 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP) 10,000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS @ 100%=10,000 + 40% OF "A" = (.40 x 23,830) = 9,532 + 100% OF "B" = (20,000) = 20,000 TOTAL WATTAGE = 39,532 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 165 ?A USE 2 RED HEADS TO ANCHOR WALL ASSUMED EDGE OF WALL 2x6 WALL (FLOOR TO CEILING) TERNATIVE PROTECTION BARRIER N.T.S. COACH LIGHT -- - — - — COACH LIGHT I 1 NOTE/' KEEP COACH LITES OUT rBANDING, QUOINS, AND OUND COLUMNS WHEN / POSSIBLE. REFER TO ELEVATION FOR TRIM. ELECTRICAL PLAN SCALE: 1/4" = 1'-0" ELEVATION "A" & "B" ELECTRICALNOTES. UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36"AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND 6th EDITION FBCR, ELECTRICAL CHAPTER 34 THRU 43, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCIs (ARC FAULT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT IN ALL DWELLING UNIT PER 6th EDITION FBCR E3902.16 ALL 15 AND 20 AMP BRANCH CIRCUITS ARE REQUIRED TO BE ARC FAULT PROTECTED. 7. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED INALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70-14. SUCH DEVISES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION, 8. COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE PERMITTED IF EACH MEETS THE APPLICABLE UL STANDARD. 9. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 10. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 11. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 12. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2017 THAT HAS A MINIMUM SOUND PRESSURE RATING OF 85 dBA AT 10 FEET, AND EITHER HARDWIRED OR OF THE PLUG-IN TYPE. THE EXIT ALARM SHALL PRODUCE A CONTINUOUS AUDIBLE WARNING WHEN THE DOOR OR WINDOW ARE OPENED. 13. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' IF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLESTS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THE 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. PER 6th EDITION FBCR E3902.6 14. IN ALL AREAS SPECIFIED IN N.E.C. 210.52 AND IN 61h EDITION FBCR E3901, ALL 125 VOLT, 15 AND 20 AMPERE RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. PER 6th EDITION FBCR E4002.14 AND NEC 406.12(A) 15. RECEPTACLE OUTLET IN GARAGE FOR GARAGE DOOR OPENER TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI). 16. ALL PERMANENT INTERIOR AND EXTERIOR LIGHT FIXTURES TO BE 100% CFL BULBS ELECTRICAL LEGEND ® SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH FLOOD LIGHT $4 FOUR-WAY SWITCH $DM DIMMER SWITCH FLUORESCENT LIGHTING (� CEILING MOUNTED FIXTURE �— ❑—� TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE CEILING FAN 110 VOLT DUPLEX OUTLET 4b 110 VOLT SPLIT SWITCHED OUTLET it GROUND FAULT INTERRUPT ' 2 DOOR BELL CHIMES (t WP WATER PROOF W/ GROUND FAULT 0 220 VOLT OUTLET O— DOOR BELL ® SPECIAL SERVICES OUTLET D0 P DISPOSAL T.V. CABLE OUTLET DISCONNECT SWITCH ' TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING Fil 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 DOORPUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDS cc SAMEAS UNDERGROUND WITH ELECTRICAL CONTRA DE COMF 200 AMP SERVICE �+'�' 200-2/0 COPPER OR 410 AUhdt�!! . LUCIE C IN T' CONDUIT 0 0 METER MAIN DISCONNECT 200 AMP A/C DISCONNECT UNDERGROUND p�� SERVICE BY POWER COMPANY # 14 COPPER TO LIGHTS ADp/- TYP ELECTRICAL #12 COPPER TO APPLIANCES AND GFI Eil PANEL # 10 COPPER TO WATER HEATER # 6 COPPER TO RANGE INTERSYSTEM # 8 TO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD W/ MIN. 8' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. 0 m F- N m T m 00 N � m G V MO�� LL LL LL mmmz IA �a.?� w m N'cNo a Q �cm u w 0� a.It Zaa°a z Ir a�No 3�0 W Wm Y¢ m O m N' H = m 2 �2 W '+ WWW.FDSENG.COM 000 M ,— z z N O M C z Q c (�I J a 0 r Cn _ Z s a O U u � 0 E UC N muyu,-a.,_ Y U'�cMvE• w 02 o 1 00 m U (now Lo ® 11ARN4= LJAM&'d= FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 PORT ST. LUCIE� IVI Job Information: O W I— O7 N z w > - cj W 00 m 16 m N P_ O) S m i z Na 0JLIJ 8 o JOD(1)U) Model Name / Number: 1755 1 ♦ I Plan Issue Date: Monday, February 17, 2020 VI KA PROJECT NUMBER: 20-0962 Sheet: w Of: ELECTRICAL PLAN I BE i 48" OFF RIDGE VENT Tno nc CI nnv 48" OFF RIDGE VENT ROOF LINE WITH "C" ELEVATION 48' OFF RIDGE VENT II 48" OFF RIDGE VENT RIGHT ELEVATION "A" 12 SCALE: 1/4" = 1'-0" 6T-7� OF BLOCK' 00 io L 1 25 SH _ FIN. FLR_ _________ TOP OF BLOCK D fo _ _ WINDO FIN_FLR. HEAD HEIGHT _ _ 25 SH (2) 25 SH14 WINDOW HEA LITE TEXTURED DECORATIVE CEMENTITIOUS COATING (2) 25 SH (2) 25 SH HEIGHT m FIN. FLR 1- ro 2868 PATIO DOOR REAR ELEVATION SCALE: 114" = 1'-0" T P OF BLOCK 0 In FIN. FLF I 16" X 30" DECO VENT TYP. ® >FRIEZE _ TOP OF TRANSOM @ 8_-4" 91 TOP OF FLAT ARCH @ 8'-8" A_ JILL 3068 DOOR W/ 2 1068 SIDELITES W/5410 TRANSOM ABOVE VENTILATION CALCULATION Formula = SF / 300 / 2 * 1" = net sq Inches of venting needed equally for intake and exhaust Soffit product'provides 4.12 net sq in sf Ride vent provides 18.00 net sq in If Off rid a vent 'pprovides - 138.00 net sq in sf .' Overhang distance - 1.33 ft .F. of Area to be vented(SF) 2455 s.f. Total needed for exhaust for upper l 3 589 nets inches Total needed for intake soffit area,lower 589 nets inches Number of Off Ridge Vents for u er13 needed '4 L.F. of Ridge Vent needed- can be used in combo with ORV 33 Lineal Feet of Soffit needed to meet required 108 I inaal Feat of Snffit nmvidor♦ by nlan.-` aon OF BLOCK ---N LITE TEXTURED DECORATIVE CEMENTITIOUS COATING RAISED SMOOTH CEMENTITIOUS BAN RETURN 2'-0" LEFT ELEVATION "All - SCALE: 1/4" = 1'-0" REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC FILE COPY OF BLOCK �0 0 60 4/8 RAISED TRIM 35 SH FIN_FLR. _ 0 A` �attttsaltofer♦ 0 N v: No 7864 r Yp: •' v GF a C\? ' •tee UL ��♦♦Vi arrr t`� 0 lilt 0 2 w Nr d V`-'2 tly N N m 00 po J x O C W m Z 2 nm Z a E.1" W`�� M °m o $� W�� m J 1. ry m `.a of 9- ZN6MJ jQpQ, �80 D P UM 2 v 0 eiN v s s H WIM`\Y.FOSENG.COM ❑ ❑ ❑ W — M 0 z� z" o Z N a9 J 0 ^^,, Z oap �W O 1/"l-rIn In E W O mc -__uua LrI _ N M ,- op I c � U m N E '® F- 5 OD :JNOv I ®amour ami I ® DAMS HOMES nnull�l■nl�lra■L FLORIDA CONTRACTORS LICENSE NO. CRO1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE `Job Information: O N Y w z � I0 W @ M =a c ai N r cy) 'm `` z 0 _J W m o J m (n (n LO ri Model Name / Number: 1755 VI Plan Issue Date: Monday, February 17, 2020 VI KA PROJECT NUMBER: 20-0962 a LITE TEXTURED DECORATIVE Sheet: CEMENTITIOUS COATING N FRONT ELEVATION "A" SCALE: 1/4" = 1'-O" 0 Of: ELEVATIONS -A SEE DE' G.C. TO PR( BLOCKING' W/ APA RE( FOR SPAN f 7/16"OSB SEE"HIP/R BLOCKING" z W a **ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING THICKNESS IS 15/32".) IF 15/32" IS USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP SECTIONS 20'-0" MAX 20'-0" MAX T803 EQ' d CONTINUOUS BOTTOM CHORD "X" BRACE SEE BRACING 2 X 4 MIN. SEE DETAIL TB04- - - - 9 NICE DETAIL TB01 v '0 COMPLY :OMENDATIONS - f - - - - ATING OF ti - - Q DGE DETAIL - - - - - - - - R b i Z w o Uj - - - d Q X O O d 4 K 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 REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTs 4 FT. 2 I L--------------------------- 0------------------------------• 1 I 4 Ff. x I 2 I 4 4 4 4 I L_____________________________________________ 5 7. 4 Ff. O -- 5 Ft. 4 FT. 1 , A I 4 Fr. _________________ O I 4 Ff. 4T"I O ON ROOF NAILING ZONE DIAGRAM Q NAILAT BASE 2 ROWS@ 4" O.C. W/8d COMMON NAIL ROOF NAILING SCHEDULE. NAIL AT TOP PLATE TWO ROWS@4"O.C. W/8d COMMON NAIL NAILING ZONES (SHINGLE AND TILE) /O. O NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD O NAIL INT. AT 3" O.C. W/ 8d COMMON NAIL ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD O STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING W/8d COMMON NAIL SHANK NAILS) OF PLYWOOD SPLICES @ HEADER -NAIL SHEATHING TO HEADER NOTE: W/ 8d COMMON NAILS @ 4" O.C. 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 " O C. TO C TRUSS EN OR VERTICAL G� (2) Sd NAILS @ 3 EACH D @ ROOF SHEATHING: APA RATED EXPOSURE 1 15/32" OR GREATER -0R 00 ( ) MEMBER IF GABLE END COX PLYWOOD (TILE) NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 21/2" SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE PER NAIUNG SCHEDULE, PANEL EDGES WILL NEED TO BE ATTACHED TO MORE THAN 1/8". STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM 1/8" SPACE IS ALTERNATE PANEL WALL SYSTEM (PREFAB) ATTACH WALL SHEATHING W/ RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW 16GA x 13/4' STAPLES .& 2" O.C. ON EDGE & 4" D.C. IN FIELD. FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8" 15/32" OSB (2)- 2x TOP PLATE 15/32" OSB EXPOSUREI EXPOSUREI - BEYOND SHEATHING SHEATHING SHEATHING -IT- _ T _ II II II N 11 II II SOLID 2x II I I I If II II BLOCKING @ ALL = W II II III 11 II II II 1 SHEATHING ur 11 II 11 I I Ii II II ( EDGES (SEE y II II 11 C II li C p I SECTIONX-X) yz PROVIDE I II II OPENING II 11 1 1 SLOCKINGAS II II. II -. T REQUIRED PER _ I w LL € SECTION X-X IF I I 11 I I I I I I a o w NOT FULL I I II I - - - & w HEIGHTSHEET 11 11 III 11 11 II If II III II II 11 II . II II III .T.I - -Ir I I I 1I I I I II II II wO UJI = MI- x � 0 0 BEYONDS W � >- V) ¢F 0�7 11 II 111 1 I] II 1 (( If II II I SEE PLAN 12 H O fn m W m _LI _ oz 0 rnOO LOOR 111 I I I I I. I I1 1I I I II W NLUM ;;774 2x4 P.T. BASE PLATE BEYOND 2x RIBBON VERTICAL HORIZONTAL SEE PLAN OR BLOCKING WALL ELEVATION DIAGRAM BETWEEN "S"=NAIL FLOOR SPACING SYSTEM 1/2" AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7/16" FLITCH PLATE TO W/ (2)12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. ALTERNATING STAGGERED BLOCKING SECTION X-X "CONTRACTOR TO INSTALL EITHER HORIZONTAL OR VERTICAL BLOCKING AS SHOWN. BOTH ARE ADEQUATE TB13 WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. TV CONNECTOR SCHEDULE FOR: ADAMS HOMES -175S ELEV Aw 10`x20'Mnai. TRUSS ID BEARING POINT TRUSS ACTUAL UPU T CONNECTOR ID CONNECTOR UPLIFT DESIGN RATING FASTENERS ;,v (+(O •-. `E- C1 - C5, ET H7 4/R, . %, 478 Ndr{afs 'HETA16 / PER TRUSS MFG 1810# (9) 10d x 1-1/2" C1P-CSP, E7P, H7PIe39 .42.5A/PER TRUSS MFG 565# (10)8d A01 -A04,A11 -A14, DOI L/R $0`s#�ic;fe5 '�; META16/HETA16. 1810#/1810# (9110dx1-1/2" _ (9) 30d x 1-1/2" A05 -A09, 603 - L/ii " ` $2 #GI )259, HETA16 / H10A--. � , ' 18104 1040# (9) 10d x 1-1/2" , (18) 30d x 1-1/2" L03 L f R '„ „ S�1 #or 1e5S H10A/ H1.OA 1< " 1040#/ 1040# , (18110d x 1-1/2" (18)'10d x 1-1/2" A70 i/R 7 �2170 i:OT,IQ9A W2J(2)Ht'2 2030#/3,( Oij", 1 (16)16d SINKERS ,r a ...... ,„ .; .. 1 ,. ., ,.. : , r.,,. (48) 10d X 11/2" A15993 .,L6iLfL6T2- ':2030#/2B3Di!' (16)16d SINKERS { (16)16d SINKERS Loa` „``LjR 134$#Df less ''(2)HTS2012iH'G520 ,. 2$2U#y:22Nty+. (48)10d X11(2' ,,-,., y, ; (48) 10d X 11(2', `. 801 L/M1R., 5771f titIn J� HETA16/H10A[HgT46 ,4$jfl#11 i4Olkf1830#( `(18110dx 1-1/2?:; ,(9) 10d x1.i/iu.t h . " 9 0tlx11 602 1 J 1 ".. 5 ox e3 9$4 k HETA36 HETA HEWS' / 16JMkT 6 �S 18 0# k. ` 110J(J 1 /1$�0, �?J)Y0do x1112 r D02 GQNT, `: • 142 RLf,ar les#, . .., , . NAILEd ;„'. ' $30 PLR i .. ,11)1¢d 4 .O.0 ;-` ^M''tChFTiULUFdi,jBxd.`".4 , 110 SUPPORT COLUMNt70#Gt ltss . ^ HTT4 3400# ". ,(1$)10d xiiil+I'"'i$d AN7CN0R $OL"fMlf`!"!''' TRUSS MANUFACTURER: B DA F,IAYOS %,ice, 7ITEAF TRUSS'GUTSHBM',' L=LEFT; R=RIGHT&.M=MIDDLE BEARINGS. BEARING LOCATIONS ARE. REFERENCED TO TRUSS MANUFACTURER'8'TRUa6S ORAWIlVGS , ALL CONNECTORS ARE SI MPSON PRODUCTS ' 20-00-00 OR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 SIMPSON- CONNECTOR SCHEDULE USP- CONNECTOR SCHEDULE MARK TYPE CONNECTOR 5 FASTENERS SPF SYP CONNECTOR&FASTENERS We SYP OFRAME TO HETAM W (9)10d x 1 IY OR MA16 W(10)IW x 110 OR MASONRY HETA20 W(9)1 N x 11/2' 1810 HTAM W 00)10d x 11W IBM IBIa OFRAME FRAMED H2.SA W (10)Sd NAILS 535 565 RT]A W (10)N NAILS 5I5 50 © FRAME TO 11Wi 1015 10 RT16A%B7)I0JXI1a- 895 IWO FRAME N1AW(18)IWx1TAT2KY TRUSSES gap 1090 Rtt&2 M(18)tOtlx 11/!'AT2PLYTRU88E9 935 1060 OFRAME TO MM12WA14)IWXI I'(ATEXTERM MTW12W(f4T(Mx11YC(ATEXTERIOR FRAME LOCATION INCLUDE (3) 12d TOENAILS)) Sw go LOCATION INCLUDE 12d TOENAILS) IOW 11N O o MGT M(22)10d NALe ANO SIB" AT.R. W 12" MUOTIS W(28)10tl W11L5 ANO S!8' 0.T.R. W MASON MASONRY EMBEDMENT wl91MPSON'9ET"EPOM 9330 3955 12 EMBE,xAEMW91MP90N "$ET'FPDXY 3330 MW OFRAME TO HTSMW(24)i0Jxi IM(ATE)CTERIOR HTMOW(W10gx110(ATEMERIOR FRAME LOCATIONINCLUDE(3)IMTOENALS 1245 1310 LOCATION INCLUDE(3)IbJ TOENAILS 1285 1530 FRAME TO D)HTS20W08)1N IM(ATEXTIS MHTM)W(4M1Nx1IYY/ATEXTERIOR FRAME LOCATION INCLUDE (GI TOENAILS 2490 2820 LOCATION INCLUDE(6)12d TOENAL9(EA) 25]0 3W0 HOT-2 WI16)1MNALSAND(2)WA.T.R. HUO12w/(16)1NNAIMANO(2)618"A.T.R. ©FnPMETO MPSONPY W12"EM6EDMENTWSIMPEONSE1• 10590 MIT EMBEDMENTWSIMP90N SET 7020 SIN EPOW(HGT.31FOR34YY) EPDXY(HUGT3 FOR 3-PLY) OFRAMETO FGTRW(13)14'x7SOSMODSCREWS RFU6W(12)W39 MOOD SCREWSAND MASONRY ANDrM)IWx S'TITENHDANCHORSOLTS I 3BM 4725 (4)Y4"x6-WEDGEBOLT 7100 (1)LGT2 w/(15)1N SINIOtRS © FRAME TO 8(7) IW x 2-1I4' MEN 2 1750 20M MASONRV(SEENCTIABELOW ©2 FRAME TO MASONRY (2)LGT2W(32)16dSINKERS&(14) I9'x21/4' TITER PLY TRUSS) 361 4NO0M (2)LUGT2W(32)16d SINKERS&I10) 3100-M 31WN FRAME (2 OR (28)1NSINKERB FORFRMIE (FA) ffi40.F 3MT W" x T 1YEDGE"BOLT(I FL TRUSS) Oi(32)IMSINKERSFORFRAME(EA 3800.E 4520.E Q FRAMETO MASONRY (ZWT3W(24)IM'x3" SOSSCREWS &IS)SB'xWTITEN(2PLYTRUSS) 47WM 65]6M (2)LUGTB W(24)iM'x212"W326 SIXiEW8514)318'x8'WR (2 RYTRUBSI 64804A 7050M FRAME OR (8211N 81NKER8 FOR FRAME (EN 3010E BBBOf OR ISM Ion RINKERB FfIR FRWF,Fet 6400.E 7710-F ©ASMTO M4RAME HU46OPTXUC46W (EN(rOMLS& (12)1N^x2M4"1M GOND O#9000 H)IWx2W4'TAP 6)1NNAIl3a Nf1625 G4201 FRAME RFOrOMA9J OR 112)180&(8)iM (FOR FRAME) UX99U SYP-F UI11W SYPAI (CR(14'x2Y4(6)IW FCAFRMASJ ILA (1Z)1&da(6)1N (FOR FRAME) UN1030 SYPf UNPA &YP.M1 FRAME TO (2) HETA16 CPT (2) HEiM 1So No (2) HTAi6OPT(2) HTA20 1870 O MASONRY 1flYW(10)iNx11R'OR 2365 2365 1-PLY W(10)1N x 11?ON x430 x-PLY W (12)1N SFLYM (12)16d HrSM10 W(8)1N NAILS AND (4) 1A9 114' 05 1110 HTWNI6 W(8)1 N NAILS AND M) 11" 314' 1148 1228 TO TAPCONS WEOGEBOLT OFRAME MASONRY Oft HTSM20 W(10)1M NAILS AND (4) 199 1W 956 1110 OR HTWM20 w/(10)iM NAILS AND (4) 1911 gN" TAPCON9 WEDGE -BOLT 110 1225 OFRAMETO H10S W (a)W xi 11-"M AND (2)3/8x4' MASONRY WAN HD 760 910 TO DTT2Z W (8)1/4' x1 IM SIPS WOOD D71HTZ W (8) 1N"x11/Y M15 WOOD OFRAME MASONRY SCREWS AND (1) VT B ATM EPOJOED W Jan 2145 SCREWS AND (1) IM O A.T.R. EPDXIED W 191p 18W SIMPSON'SEI"IwENWEW) SIMPSON "9ET'(SEE NOTE N4 NTT5 W(M) 1N x210 NAILS AND (1) NIL' B HTT46 W(26) 1N a IM' NAILS AND (1) O M1,MO� AYR. EPDXIED wI SIMPSON SET' 4375 5W0 5/8'O A.T.R. EPDXIED W 8IMPSON MEP S005 SEE NOTE #4 BELOl51 (SEE NOTE #4 BELOW) FRAME TIC HIT4W(1a)IN Yt 1":, ANO(1) Na'B HTT45W(18) 7wai2'NAIMA4D(1) 0 M ATA.EPDXIEDWSIMPSON"SET 3640 42M WWSA.TMLEPOMSOWSNPSONSET 41M (SEENOTE/MSELOW). SEE NOTE N SELO O FRAME TO FRAME H10S w1(24) IN x11YC NAM ISIS 910 Y.. LUWIWM� )W1d 12'NNLS 8I5 JOSS O FRAME TO HMW W(4)1NN112'SOS WOOD RTIGM W(9) IN x 1 In' NAILS MASONRY EWS WR&(9)114'X111VTAPCON9 7W 760 (4)1/WxIW0TAPCO4S INS Joe IO VGT W(16) 11418' SIDS WOOD SCREWS& OFRAME MASON, (1) SIB'O AT.R. EPDXIED W SIMPSON "SET' 35% 4NO W Ir MIN. EMBEDMENT TO (2) VGT W(32J 1/1`.3° SM WOOD SCREWS OFRAME MASONRY &(2) WO AT.R. EPDXIED W SIMPSON S1]0 7185 SET'WISMIN.EMBEDMENT FRAME TO VGT W IT6)1Mx3'8O3 WOOD SCREWS a MUGT15M(22)1N NAILS a HTi48 W 118) FRAME HDU4SDW"(10)i/4'MIY MSW000 3285 4535 1N NAL58(1)SG'B AT.R 41OU WRFAs& (1) 5l8"0 AT.R. OFRAMETO (2)HTT5w/E2)/6dWIXNALSb FRAME (f)SM'O AT.R. (MENOTE") 075 50W ab1 3/e^B AT�R 69EE N(`T� SpW 7 ( C.CNCfeI CMINFf`T(IR N(1TCR 1. CONNECS70 FLUOR CONNECTIONS McPRVIDEDOWOODWALLSIBEAMSM(2)/2d TOE NAILS. 2. G.C.A_LTUSE TRUSS CMPSON OR SAREPRECTIOS. TRUSS MANUFACTURER,PLAN FOR ONNECTOR PLAN. 3. G.C. MANGLE PLY TRUIER SIM,SCAS O FULL HEIGHTIONSSEEFRAMINGMVERTICALM ff W(2)CALL OUT. 4. FOR SUMA.T..EMBE TRUSSES, EMBEDMENT FORSYP.T.R.VTOTRUeENTIFOCALWE.R.8-ROWSOFIMN 5. DEPTH IS FIRM EAST. MBEDMENt FOR 12'AT.q. 6"EMBEDMENT FOR S'8'AT.R. B"EMBEDMENT FC DEPTH IS FROM LOWER SLPB). 6. SCAB TRUSS CHORD W W-02x SYP 9(MATCH CHORD LUMBER SRE) .1 (2) ROWS) IN III, a FROM END& a O.C. STAWEREU, CENTER AT CONNECTOR LOCATION AS MUCH AS POSSIBLE. O MI&MAI.CONNECTORUNOONFRAMINOPUN 1, CONNECTION FOR ALL ROOF/FLOORTRUSSESTO MASONRYWALLMUNTELSIICFWAL.S UNOON PUN 2. CONNECTIONAT24.OR320.C:PENDINGVERDCALSFORALLROORTRUSSESPAMLLELTOMAS W WALLS SEE DETAIL FB128x1FOR MORE INFOfIMATKKJ I CON NECTIONFORALLHIPJACK(CORNERJACIOTOMP NRYWAL CFWALL51lN W 4. CONNECTIMPORA.LCONTINUOUSRNBOAROWMPWMMONRYAT32'O.CMAx W(2)ATEACH CORNER. G.C. TO VERIFYLOCATION DOES NOT CONFLICT WJI VFAPPLICABLE) LAYOUT 5. CONNECTALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WA.USEAMS w/(2)1xU TONI O MINIMA CONNECTOR UNO ON FRAIING PLAN I. COWIECTIONFORJACKTRMTOWOODWALLORBEAM © MINIMALCONNECTOTUNOONFM INGPUN STEP, ROOF FRAMING NOTES 1. SHINGLE ROOFING SYSTEM OVER MIN. 7/16" OSB ON PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. (SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPE AND OTHER INFORMATION. 2. THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2x4 #2 SYP WITH (3) 10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH 8d NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8" ON CENTER IN FIEL D 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 FDS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 RhVIEWED R C.M.U. OR ICF WALL SEE TIP. WALL SECTION 2x4 P.T. FASTEN T0. C.M.U. w/ 1 1/2" LONG T-NAILS @ 2'-0" O.C. SECURE! -CHANNEL 12" O.C. CODE COMPLIANCE ST. LUCIE COUNTY BOCC FILE o METAL DRIP EDGE + - 2 x SUB -FASCIA o CONTINUOUS VINYL ®G.C. SHALL VERIFY SOFFIT MATERIAL CAPACITY To RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING WIND PRESSURE TYPICAL SOFFIT SUPPORT DETAIL 3/4"=1'-o" ,`P�� Tag G ".•., air N 7d64 S C 0 Cj s Np * ',O�•. F` `pP r 0 i�,F 14y V },`{,.fit l� S j 8 O 2 8 f0 V IN m �sw gC13 F L� m C l a3 . re RJp DNarn LL LL LL m E_mO z p 6m NmW�v��yc W yg 8.842Dif-I Ld m 8g=`paa081]2�s 3 Dw`IIE 009 N"152 c0D ° 3 o w y r c WWW.FRRENG.COM ❑.❑ ❑ (, m % , ) - N z w m Y c z W Q c ti p3 N aJ. - Y c �c z e V) (D � a £ E `m w o o w m 0 a c - ,�, U ENE N o t W V = 0 00 C. Ln�-x I�Q _ ¢ Mon°D . c FLORIDA CONTRACTORS LICENSE NO. CRCIS30146 3000 GULFBIREEZE PARKWAY GULFBREEZE, FLORIDA 32563 n t DIVISION LOCATION: PORT ST. LUCIE N f Job Information: o O y m Y n s z TN ltl 2 F- 00 M o (p C 0 c 4U u=i O N r� m H U D] N IL e O J LLJ (D LO o LL J M U) 0VI vi to Model Name / Number: w 1755 V Plan Issue Date: Monday, February 17, 2020 c � y KA PROJECT NUMBER: Y 20-0662 a OY 0 Sheet: Of: 1 s ROOF PLAN - A U IS FAIR At TOP MN. N III curuz •Y. C HN. •" 6RWt •� ' •e FIES aOROH O OF LMtP1 CAVnY eO1TOH MINFCRGNG le/e"ACNPL PROVjm IN m tvMm e NOHINAL wrote TYPE OMIGNATION F. Fw.®writ maourr u.uNFutm auaantt w ro Rmw At eotton of uNtat eavltt SFI6-1B/It NonwaL WOtN Owxnm OF T NonINAL NPGNt R®ale at raP MATERIALS 1. fe precast IIMI = 35DO psi. 2, fe prestressed limits = 6000 psi. 3. fe grout = 3000 psl W/ maximum 31W aggregate. 4. Concrete masonry units (CMU) per ASTM 090 w/ minimum net area compressive strength =1900 psi. 5. Reber provided In precast lime) per ASTM A615 GREG. 6. Field reber per ASTM A615 GR40 or GR60. Prestressing Wand per ASTM A416 grade 270 ION relatmeon. 7. 7/32 wire par ASTM AI S. Mortar per ASTM C270 type M or S. GENERAL NOTES 1. Provide full mortar head and bed Joima. 2. Shore filled lintels as required. 3. Installation of lime] must comply with the architecture] and/or structural drawings. 4. Untels are manufactured with 51/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'd" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added mbar to be located a the bottom of the lintel cavity. 7. 7/32" diameter wire stimps are welded to the bottom steel for mechanical anchorage. 8. CastirNplaae concrete may be provided in composite lintel in lieu of concrete masonry units. 9.. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10.Untel min. depths are called out on lintel plan. if coptri Installs a deeper lintel than Indicated on the plan, doing this Increases the strength of the lintel and Is approved without engineering letter. If a mailer lintel Is Installed Contact FOR for approval. SAFE LOAD TABLE NOTES 1. All values based on minimum 4" bearing. Exception: Safe loads for unfilled lintels must be reduced by 20%if bearing length is less than 6-1/2% Safe loads for all recessed ]intels based on 8" nominal bearing. 2. N.R.= Not Rated. 3. Safe loads are total superimposed allowable load on the section specified. 4. Safe loads based on grade 40 or grade 60 field racer. 5. Additional lateral load capacity can be obtained by the designer by providing addional minfomed masonry above the precast lintel. 6. One #7 rebar may be substituted for two #5 mbars in 8" lintels only. 7. The designer may evaluate concentrated loads from the safe load tables by calculating the maximum resisting moment and sheer at "Way from Me face of support. 8. For composite lintel heights not shown, use safe load from next lower height. 9. All safe loads In units of pounds per linear foot. - LIN' MA PRECAST "U" LINTEL W/ 3000PSI CONIC GROUT SHALL BE RUSH AT OPENINGS SEE GENERAL CONCRETE WITH TOP OF WALL LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT HURRICANE T STD. 90 HOOK ANCHORS 1 I�. I� HOOK OY .)�� STD. 90 DEGREE REBAR ON BOTH SIDES ANGLE 3000 P.S.I. - OF OPENING U.N.O. CONC. W/1 #5 DI . TYP. BOND BEAM HEW 8" x 8" x 16" K.O. .77 PROVIDE KNOCKOUT LINTEL BLOCK BLOCK FOR FIRST 'FILL W/3000 P.S.I. • COMPLETE CMU COURSE CONC. W/1 #5 DIA. BELOW SILL & FILL SOLID REBAR - W/ (1) #5 BAR FOR ALL WINDOW OPENINGS GI AND LARGERI INDICATES FILLED 8" x 8" x le" CELL FROM FrG. TO CMU U.N.O. BEAM WITH 1 #5 BAR MIN. TYP. DOWEL 25" MIN. LAP (ACI 530) SEE FOUNDATION PLAN I, SEE FOUNDATION q PLAN FOR LOCATIONS MS01 I BLOCK WALL REINFORCEMENT N.T.S. TYP. TIE BEAM W/3000 P.S.I. CONIC. W/1 05 REBAR CONT. SIMPSON SP4 WI -10d X 11/2 SP6 OR SP8 FOR 2x6 AND 2x8 WALLS DOUBLE 2x TOP PLATE I' STANDARD HOOKS SEE MS05 FOR MORE INFO TYP. FILLED CELL W/3000 i• P.S.I. OONC. W/1 #5 REBAR VERT. INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL h' 8" C.M.U. `• 2"x #2 SYP/SPF P.T. W/ (3)1/2" X 8" '9" BOLTS OR (3)1/2" X 6" EXPANSION ANCHORS OR (6) 3" X 1/4" TAPCONS OR (8) 2 7/8" HILT] TIX-DNI NAILS t 2x BASE PLATE SEE PLAN FOR MORE INFO MS 0 3 1 Nxv„,"NIt",,",71✓.,'.u,r7 "u,P,�"n.J "r`."r,` 'v N.T.S. #5 REINF. 20" MIN. LAP BAR 9z #3 OR #4 REINFORCING BAR 8. 43 & 7!4 I AP SPI ICE I ix 25" MIN. LAP #5 STD. 90 HOOK #6REINFORCING BAR 90' HOOK LAP SPLICE J i SCALE:1"=1'-O" #6 REINFORCING BAR * GRADE 40 U.N.O. #6 LAP SPLICE MSO5 REBAR SPLICE DETAIL - GRADE 40 1755 A"'&<CR LINTEL BEAM: — 1 COURSE LINTEL 4 "v 3 P xws BLOCK W/ 1 If 5 NON-SHEARWALL SEGMENT BAR & 3000 PSI GROUT, MIN. 25" LAP (ACI 530) TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. FILLED CELL: FILL BLK. CELLS WITH 3000 P.S.I. GROUT ONE #5 0 LOCATIONS SHOWN ON THE FOUNDATION CONC. SLAB SEE PLAN AND FLOOR PLAN. FOUNDATION PLAN MIN. LAP 25" (ACI 530) FOR MORE INFO OF SLAB MS021 TYPICAL SHEAR WALL SECTION IN SEE PLAN FOR TOP OF WALL AND LINTEL INFO. (PRECAST LINTEL SEE LINTEL SHEET FOR SIZE OF LINTEL) PRECAST LINTEL ELL•-FRdE`G..LLORRRRECESS •'%M111 %4M1:�1..nrS..�u^+w .�y,�nr �rl,.�Aslcl, TRANSOM OPENING "FRAME INFILL • '•* AROUND WINDOW •� BY BUILDER SEE �* WFOS FOR MORE INFO •, F . i (2) 2X8 WOOD HEADER i •Y TURNED SIDE WAY ' I, ATTACHED THE FIRST PLY 2X8 TO MASONRY WALL W/ SIMPSON HUS26 HANGER 0 EA. END. USING (6) 3/16:" DIA. X 13/4" TAPCONS INTO MASONRY 'r • • �'• & (4)10d X 11/2" NAILS INTO HEADER. THEN APPLY THE 2ND PLY TO THE SST PLY W/10d STAGGERED 111 6" O.C. OPENING- N.T.s. MS07 I LINTELS AT ENTRY DOOR w/ TRANSOM E ATTACHMENT REQUIRE ENTS SIZE TAPCONS SPACING # ROWS 2 x 4 1/4" X 23A" 12" O.C. 1 2 x 6 1/4" X 23A" 12" O.C. 2 NOTE: TAPCONS TO BE 4' FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. PRECAST- -�" - ,LINTEL m w P 2X P.T. BUCKS W/ 1/2" O.S.B. BETWEEN IT- - F.C. EACH SIDE FASTEN PT 2X SEE PLAN NAILER TO ' MASONRY IF DOUBLE 2X NAILER IS USED, USE 1/41X 41/2" TAPCONS SEE OTHER NOTE FOR SPACING REQUIRED NTs 7 MS11 2x BUCK DETAIL N.T.S. ELEVATION "All & "Bit REVIEWED FOR CODE COMPLIANCE ST. LUCIE/1COUNTY BOCC FILE COPY a G m a �W og�B�E E�b. a Ll sum C� I'll re g OMro„o 92 3W Q OGii W 41 of @ } Z at Z ZO chi yW a aW3`n O DO E� CO m J z IL 0 S pD. N z ¢ O v I°- E 1 a WWW.FDSENG.COM ❑ ❑ ❑ y Z M w z N z Lc Q '� A J � l a v z s c oro � ^^11 Ul a n W y may., rn 47 w (6 E u 00 U0) c 'm o (>3 U ` tq q w O N 0 C .2 na ® DAMS HO BS a rn c FLORIDA CONTRACTORS LICENSE NO. CRO1330148 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION, PORT ST. LUCIE Job Information: a fr m 9 O 4) C N o LIJ _ z @00 H � LIJ � M ^ CO L N rY CI N r C N N a O J co (,/ J (nLin In LL Vl V Model Name /Number: y 1755 .o V1 Plan Issue Date: Monday, February 17, 2020 c as V1 KA PROJECT NUMBER: x 20-0962 O� Sheet: � � Of: � pit 5L A TEL PLAN 2x6 #2 SYP P.T. 0 SIMPSON HETA 16 W/ (2) %"x5" EACH END SEE FLOOR PLAN WEDGE ANCHOR FOR BEAM SPEC. 0 d OVERHEAD SECTIONAL " DOOR TRACK W/ 3/8" X Y6 1 1/2" STEEL LAG BOLT �r++•• U N W/ WASHER. MIN. 6 PER TRACK TO JAMB. a` , (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" ° p II II ° n II II d Y o "J" BOLTS WASHERS SET IN „ c q FILLED CELL W/#5 TYP. FILLED CELL VERTICAL MIN. 5 PER JAMB. 0 K SECTIONAL ® OVERHEAD N DOOR ° WOOD P.T. #2 7 ..:.: SYP 2" X 6" TRIM Q° ® • � d au�mh, 2"x6" P.T. WOOD JAMB ;;� gl0 TOs,� 0 o�.�` CN DOOR AND CONNECTION PER 04 GARAGE DOOR MANUFACTURER GARAGE SLAB TYP. GARAGE DOORkcr- - TRACK MOUNTING DETAIL = STATE Or LL ° ° .0 R� NOTE: DETAIL CD22 / S•2 MAY BE SUBSITUTED FOR THIS ^ y e r • �S F �• a DETAIL -UNLESS NOTED OTHERWISE '� °Vs$,,1B`Ot++ 0 y I � MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.Ts. � a I CD21 ENTRY CMU COLUMN/BEAM N.T.s. a s N G) S F w00o0 J J J y QOpp.i [,I n ry rn LL IL LL .0 8m ei Pn'2wt1_ W�°om° ti BLOWN -IN R-30INSULATION PER FBC 8 w AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION PROVIDE BAFFLES m LL AT EAVES VENTED a a ` i o (FOR ATTICS) 12 0 3 0 €g FIBERGLASS SHINGLES SEE PLAN TILE ROOF (PER ELEVATIOIO N) y Y o w rs W o m° m m JO W Z a t a w LL OVER APPROVED UNDERLAYMENT PER FBCR 905.1.1 OVER APA f'' o e$ N a m a $ E' PRE ENGINEERED WOOD RATED STRUCTURAL SHEATHING n Z a O 0 $ ? w W U H J TRUSSES @ 24" O.C. (SEE STRUCTURAL NOTES o. I- WWW.FDSENG.COM ❑ El El ° " " FASTENED TO TRUSSES PER ROOF e` j' Al I. NAILING SCHEDULE) y n 1 N TRUSS ANCHOR (SEE PLAN) Z SEE PLAN FOR m W Z m — - — - BRG. HT. — �' • • 1/2" DRYWALLfi ,. c Z cg8y n 1 Q o O� FELT PAPER ETAL DRIP EDGE 3 W a LL TRUSS PLATE 3/4" P.T. NAILER 2X SUBFASCIA a @ Z o %a SOFFIT. SEE ARCH. (TYP.) FRAME FOR BUILT-UP ///�� ` O a I 1/2" DRYWALL iI PLANS CORNERS min (3) 2x4 OR 4x4 w/ 2x4 POST UNDER EA 8 WQ) MM (' )N � w '- // CURTAIN NAILER r 8x8x 16 K.O. E 1 x 4 P.T. @ WINDOWS n LINTEL BLOCK 1 x.8 P.T. @ S.G.D. " O.H. W/ (1) #5 DIA. REBAR & 2 X 4 P.T. PLATE END OF SUPPORTING BEAM. KEEP IN 3/4" FOR SHEATHING NAILED w/ 8d NAILS @ 6" E U _ ou w o 3000 PSI CONCRETE O.C. U c °� " SEE ELEV. AND LATH WITH FINISH « \/ PRECAST "U" LINTEL SEE SCHEDULE N (TYP.) ALL SIDES / i • (TYP.) FRAME FOR COR- ��° a `�° if0 u wcm "I ` N E w 0 00 o �O° NERS FOR NON LOAD 0 u , a b a° BEARING SIDES NAILED ° b. b b. ; Y = 0 0 N ° ° w/ 16d NAILS @ 8" O.C. m y p -( In "T m ° ,"� 0' a o o a'Im I r 1/2„ x 8" J-BOLTS . COURSE HIGH A.F.F. ® (1) CENTERED EA. (TYPJ4 3 DAMS HOMES SIDE w/2" WASHERS i CMU BASE FILLED W/ CONC NOTE: 44" MAX. SILL HGT. ON „� FILL CELL -(1) #5 DIA. ( TYP) w/ (4) VERTICAL RENF w/ N ALL BEDROOM WINDOWS. " REBAR W/ 3000 PSI " CONC. ALL LOCATIONS HOOKS INTO FTG & AT TOP c 0 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 N SHOWN ON FOUNDATION PLAN AI -Al OF COLUMN3000 REVIL GULFBREEZE R32563 N &FLOOR PLANS N " CODE COi,, GU FLORIDA ' N1 a DIVISION LOCATION: LUCIE, PORT ST. LUCIE SIMPSON LSTA30 SEE FLOOR PLAN " w/11-10d TO BEAM FOR BEAM SPEC. BO( . 0 Job Information: r & TO FRAME BELOW NVI d VINYL FRAMED WINDOW m ell W/ SCREEN WINDOW STOOL n PER SPECS c PRECAST CONC SILLPAPER I I m I I r FOIL R-4.1 INSULATACKEDION INSULATION AT CMU BLOCK WALL , �'�� ®�- „ Tt,,i O w PER FBC AND ENERGY FORM N 7 EXTERIOR FINISH - c 0 d +. 0 SUBMITTED WITH PERMIT (SEE ELEVATIONS) m w APPLICATION W 1 x 2 P.T FURRING FTG. DOWEL #5 DIA. REBAR a a > -m W 1 x 4 P.T. 17" IN CONCRETE - 25" EXTEND (ACI 530) ABOVE _ W F BASE NAILER N m SLAB. ALL LOCATIONS SHOWN WOOD BASE ON FOUNDATION PLAN I SIMPSON HETA20 I E m =p y w/10-10d TO COLUMN Al Al BUILT-UP CORNER MIN (3) 2x4 § ,� 0 N rro rn c SEE FOUNDATION PLAN FOR POST OR 4x4 POST w/ 2x4 UNDER m MM y SLAB INFORMATION TOP OF SLAB ) EACH END OF BEAM v� �— U W N 0- --- .zr•. «- * NOTE: 2 X 4 P.T. PLATE 0 J W Z)� o u m (8, BOTTOM STRAPS MUST BE % -00 GRADE � INSTALLED ON INSIDE OF t a ° Model Name / Number: I - COLUMN. DO NOT BEND -. �T,,., SEE PLAN FOR ry STRAPS UNDER PLATE. ' , $ °�a°v ° PLACE STRAPS IN FILL 1755 RE -BAR QUANTITIES L -+ ° „� ;, CELLS w/#5 REBAR (TYP.)4 COURSE HIGH CMU BASE y Plan Issue , FILLED w/ CONC - SEE PLAN FOR Date: Monday, February 17, 2020 SEE PLAN • •,`,• SIZE. TOP OF COLUMN BASE - SEE FOUNDATION PLAN 2' 0" AFF VI KA PROJECT NUMBER: Y 20-0962 NOTE: DETAIL CD21 / S-2 MAY BE SUBSITUTED FOR THIS DETAIL: UNLESS NOTED OTHERWISE T o Sheet: �-� Of: WS01 TYPICAL WALL SECTION - 8" CMU 3/4"=r-o" CD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE N.T.S. Q TYPICAL FRAMING DETAILS PROVIDE 2x4 ON TO OF 2x8 TO BLOCK OUT 2 ROWS 12d @ TOP PLATE ATTACH w/ 3" O.C. OUBLE 2x4 (2) 12d NAILS O.C. TOP PLATE (SOLID BLOCK w/ 2x6) � STRUCTURAL SHEATHING q 8 7/16" MIN, NAILED W/ 8d COMMONS @ 3" O.C. @ 2x4 STUD N EDGE & 6" O.C. FIELD RUN PER PLAN � FULL SHEET FROM 2x4 BEYOND AGAINST 2x8 STUDS BOTTOM OF FALSE BEAM NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS SEE GE05 FOR �� ` TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. STANDARD �� SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD GABLE END �� l�N (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN FRAMING TOP PLATE W 8d 2 1 2" x 0.1,31 NAILS (SIM. W/ 2x6 NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) TOP PLATE TRANSITION Z F PIPE OR DUCT W/ OUBLE 12d + +I PENETRATION THRU TOP SPLICE 4 +I N TOP PLATE w/ MORE THAN 50% OF TOP ROWS 12d 2X TOP PLATE TO 0 PLATE WIDTH INSTALL @ 3" O.C. GABLE END W/ 16d SIMPSON PSPN516Z NAILS @ 6" O.C. I J W/ (12) 16d NAILS TYP. I --- —+—+ TOP & BOTT. N, LL NOTE: @ALL EXT. CONDITIONS ATTACH2x STUDS as TO OTYP.PLATE 2X4 STUDS @ 2O.C. SIDE TOE NAILS MAY BE SUBSTITUTED W/ SINGLE BASEE &TOP (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PLATE PLYWOOD PL TOP PLATE W 8d 2 1 2" x 0.131 NAILS SHEATHING * NOT REQ'D. WHEN QT SYSTEM IS APPLIED COVERING NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL GU5 I FALSE BEAM AT GABLE END N.T.S. F n m u G a m " W 1 14e" li4 (2) 2 x 4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x 6 LAMINATIONS W/ (2) ROW OF STAGGERED 10d ROWS OF STAGGERED 16d ROWS OF STAGGERED 16d COMMON WIRE NAILS COMMON WIRE NAILS COMMON WIRE NAILS (D = 0.148', L= 3') OR EQUAL (ONE INTO EACH OUTSIDE FACE) (ONE INTO EACH OUTSIDE FACE) (D = 0.162-, L= 31/2") OR EQUAL (D = 0.162", L= 31/2") OR EQUAL NOTES. 1) ADJACENT NAILS ARE DRIVEN FROM 3) FOR 4PLY, PROVIDE 1/4'DIA. x 51/2" LAG OPPOSITE SIDES OF THE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3fLY) 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NOS SECTION 15.3 FOR THE THICKNESS OF THE LAST LAMINATION. ADDITIONAL INFO. WF37 I TYPICAL COLUMNS DETAILS N.T.S. FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 1 1/2" CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) Y' F.F. )VERHANG 1p FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ'D. MS18 I RETROFIT WALL OVERHANG DETAIL I N.T.S. OF SPLICE DOUBLE 2x8 TOP PLATE 2x4 W/ 2 ROWS OF 12d NAILS @ 3" O.C. -BOTTOM SPLICE OVER STUD WF17 I TOP PLATE SPLICE DETAIL 3/4"=1'-( * CRIPPLES MAY/MAY NOT BE PRESENT. VERIFY HEADER ELEVATION HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL JACKS KINGS ]ACKS G INEND SIZE EA END EA END EA END EA END LESS THAN 4' (1) (2) 1) (2) >4' BUT <9' (2) (3) (2) (2) 10'-0" - 16' 3 4 3 4 2X CRIPPLES @ 16" O.C. W/ SIMPSON SP2 TYP. - TOP AND BOTTOM * WHEN STUD LENGTH IS LESS THAN 12" USE LSTA30 STRAPS AT EACH STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EACH SIDE FILL ALL HOLES IN — STRAP 10d NAILS @ — 8" O/C TYP. DOUBLE 2 x 4 CRIPPLE STUD TYPICAL (U.N.O.) - 1F * HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS WITHOUT UPLIFT HEADERANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE NO. & SIZE OF & GRADE RAFTER TIES EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE EE SCHEDULE 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2 x 30 OR GREATER HEADER DOUBLE 2 x #2 S.Y.P. HEADER W/ 1/2" FLITCH PLATE HEADER. (U.N.O.) FILLING AND BLOCKING AS REQUIRED FASTENED TO HEADER W/(2) ROWS OF 12d @ 16" O/C UNLESS NOTED OTHERWISE 2 x 4 STUDS TYP SIMPSON HTT4 W/ (18) 16d NAILS & A 5/8" EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O OR 8 1/2" AT GARAGE STEP DOWN P.T. BOT. PLATE WF09 I WALL HEADER DETAIL N.T.S. fl I OPTION A' SEE FLOOR PLAN FOR COLUMN SIZE & BASE CONNECTION INFO SIMPSON HUC410 BUCKET SEE ROOF PLAN FOR MORE INFO SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE CONNECTION INFO 1/2" OSB FLITCH PLATE— REQ'D ONLY WHEN INDICATED ON BEAM SCHEDULE/PLAN EXT. OUT BEAM TO SUPPORT TRUSSES IF SPECIFIED ON PLAN I � � I I ' I � I � , I I � I I � I 76�Tl ION B SECTION A -A SCALE: 1 1/2" = 1'-O" BEAM SIZE & SEE FLOOR PLAN FOR COLUMN SIZE & BASE CONNECTION INFO— A�A SEE PLAN FOR �-_ TOP OF BEAM SEE FOUNDATION PLAN FOR MORE INFO CD11 COMMON BEAM ATTACHMENT N.T.S. WOOD BEAM SEE PLAN FOR SIZE - TYPIC WALL SIMPSON HUC410 OR (2) HUC210 TO BUILT-UP COLUMN SUPPORT COLUMN BUILT-UP MIN. (3) 2x4's OR 4x4 W/ (2)-10d NAILS @ B" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20's W/(12)-16d EA, TO COL. ALT:(2) MSTAM36 STRAPS CENTERED W/ (13)-10d NAILS Ea TO COL. TIE BEAM CD04 I BEAM @ RAISED ENTRY MASONRY WALL N.T.S. REVIEVI F7n. : CODE CO ST.ILUCK. . BOCC 12 FILE C®PY SEE ELEV. (TYP) PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) / DOUBLE 2"x4" TOP PLATE STUDS @ 16" O/C -CRICKET AS REQUIRED SIMPSON SP2 @ EA. STUD APA RATED STRUCTURAL SHEATHING MIN 7/16" FASTENED TO TRUSSES W/ 8d COMMON WIRE NAILS @ 4" O.C. BOUNDARIES 6" O/C EDGES & 8" O.C. FIELD R-13 INSULATION AT EXTERIOR WOOD FRAME WALL PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION (WHEN EXTERIOR WALL IS EXPOSED TO INTERIOR SPACE) SIMPSON SP1 @ EA. STUD 2"x P.T. PLATE • MAIN SPAN ROOF TRUSS 1/2" X 8" "J" BOLT — @ 24" O/C MAX UPLIFT CONNECTOR 8" x 8" x 16" K.O. (SEE SCHEDULE) BLOCK W/ 1 #5 CONT. CMU WALL WF42 I KNEEWALL ABOVE MASONRY WALL 3/4"="-0" `splNill 11 lift! a IN Lt O A 0 g7364 O CN ITf1 ��•'�' I= pF •� Z s n••. 0 0 i � E' T00 CN 55dg F gg 1O 000 $98 �6 Q000q� 1k J # R D0 a i wIj B� . z n Q Zv€aa z z o lS f�ss a8N", O rV° 0q wc5—� mmm e 9 IL 00 Inrn °s W v 9'2 .ems 9@ �WW1JW.FDSENG.COM ❑ El ❑ W UI m 0 Z N O 1J z m o W N Z o < c �nn IL VJ _0 zo nn 11 C0 ¢ W4�� w f- o E u -� Ow�� LI\ (/) C m Jn o m � m U `N E 10 Umo� <rnom a,.m i ® r�nuc u�wwe FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFB REEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE IVI Job Information: ry O N Y m Z LI W � W Wjr � � M C0 r~ � 0 _ c aS (v z� H`�Um N a _ 0 J LLI Z) (0 0 Model Name / Number: 1755 Plan Issue Date: Monday, February 17, 2020 KA PROJECT NUMBER: 20-0962 Sheet: s w Of. TYPICAL WALL DETAILS _ *DIAGONAL SPACED AT 20'-0" O.C. MAX SAME SPACING AS BOTTOM CHORD LATERAL BRACING DROP GABLE END TRUSS & 2x OUT LOOK RAFTERS FOR OVERHANG GREATER THAN TO BE LESS THAN 12". ATTACH 2x OUTLOOKER @ 24" O.C. TO TRUSS WITH MTS12. FOR OR EQUAL TO 450 �"" _ O.H.UNDER -SPACE OUTL00KER BLOCKS @ 24" O.C. NO STRAPS REQUIRED. r MINIMUM 2"x4" 8d NAILS @ 4" O.C. WALL AND W CROSS BRACING i "� "• SHEATHING,TB13 SOEE 2x4 SYP BLOCKING FOR SPECIFICATIONS (SEE PLAN FOR ` BETWEEN TRUSSES @ 48" LOCATION -''' ----' `BLOCKING O.C. MAX. FASTEN TO EA. 2x4 SYP L BRACE FOR TRUSS w/ 3-12d NAILS EA. GABLES 3'-0" TO 5'-11" TALL. ' y/ END 2x6 SYP L BRACE FOR 2x4 SYP CROSS BRACE NUDGE/ GABLES 6'-0" AND 8" FROM /TALLER. THEN 48P 0 C. 3-12d @ EACH END &NAIL @ 12dNAILSBRACECH L 4"" O.C. c CROSSING AT 450 ANGLE. GABLE TRUSS N ' (NOT REQ D WHEN GABLE IS 4'-1" OR SHORTER) FASTEN (1) SIM ON HGA10 12" LONG 2x4 #2 SYP BLOCK AT °J B. BRACE CONNECTOR FROM BRACE LOCATION. FASTEN TO CONT 2x4 SYP SPANNING (4) o - TRUSS BAYS (8'-0") NAILED DIAGONAL BRACE TO SILL PLATE w/ 10d @ 3" O.C. a (3) 12d - w/ 3-12d TO CHORD (MIN BLOCK/PLATE NAIL GABLE TRUSS PER JOINT 1ST 4 BAYS) TO TOP PLATE W/ R - 16d NAILS @ 4" D.C. v CONTINUOUS LATERAL BRACING- `- 2x8 .T. PLATE 1/2"x8" ANCHOR BOLT ' NAIL OVER X-BRACE AS SHOWN- - 4 BAYS AT 48" O.C. MIN. Y INSTALL BLKG. AT TRUSS WEBS KNOCK OUT COURSE o CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING XBRACING - 2x4 SPF OR SYP MASONRY WALL `o .q W/ (3) 12d @ EACH TRUSS WEB N 6 NAIL TOP OF "T" TO GABLE I ROOF SHEATHING, SEE TRUSS W/ 2-12d AND 1 T813 FOR ATTACHMENT �, � SIMPSON H8 w/ OVER JACK TRUSSES, SEE PLAN. 3 y T601 TYPICAL CROSS BRACING DETAIL N.T.S. TB02 TYPICAL CROSS BRACING DETAIL N.T.S. 1010dx11/2" NAILS FASTEN (1) SIMPSON HGA10 @ 48" O.C. w/ 8 1/4"x1 1/2" PROVIDE 2X4 MIN. BLOCKING AT BIDS WOOD SCREWS GABLE 2x4 BLOCKING w/ 2-12d TOENAILS o t CENTER LINE OF HIP/RIDGE, TYP. BETWEEN TRUSSES W/ (2) 12D END TO TOP PLATE / BEAM TO GABLE TRUSS w. 2-12d FRAMED WALL OR BEAM AND 1SIMPSON H8 w/ 3 �� AA uaesaaa A `AAA ��e 1-0 j-O e` BELOW, SEE PLAN. 10d x 1 1/2" NAILS = �� Q . • • A NAILS EACH END TO TRUSS TOP CHORD @ WOOD FRAMED WALL @ DUTCH GABLE N m v; > Z N0 8i864 TYP. A TRUSS ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING 3 �'O •• c �%y t0 GE01 GABLE END BRACING WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP �i�• FLAK.\OP••.:a: A ------. PACE m dui L '1i G.T. r SHEATH NGL o a` FO ..�.• r`a °°sejAS m ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 Y �(� 3\r Ag i`,`o`� TOP CHORD WHEN RE NAIL TO TOP CHORD .� o JACK TO PREVENT SHEATHING "' OF HIPPED TRUSS W/ RUSSE SPAN FROM EXCEEDING HIP 12d NAILS @ 6" O.C. MAX 24" SPAN (EITHER G.T a SIDE OR BOTH IF REQ'D) N T a (2) 12D NAILS MINIMUM (3) 12d ROOF AT 12" O.C. MAX SHEATHING PER JOINT MINIMUM 2"x4" SPF OR m `" SEE *SPACED AT 10'-0" MAX SYP TRUSS BRACING E a m N m 00 g o mC13 PLAN '_° W H dG a�wW LO N I` c00 8 a sQ ~ LL LL 2X4 BLOCKING Jf o m �°' �yw BETWEEN TRUSSES HIP TRUSS " m0' .M� A_A wawSECT. �8 f'_""'o a ww2 S.0= a ¢ a €a _ z K TB03 HIP /RIDGE BLOCKING DETAIL N.T.S. TB04 TRUSS BRACING OVERLAP DETAIL (TYP)'�� N.T.S.2 3I Eq. mEgIL a 2238¢ 0 y o5i as 9 Zoo WWW.FDSENG.COM ❑ ❑ ❑ s m � Z N m TRUSS NOTES: $ c m o Z 9 N t 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 J � (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND 3 a BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OFACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED s z Z TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OFANY a C CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT = _� EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL H N � w LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20"C" O.C. MAXIMUM. E 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER &SHALL BE ATTACHED W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION. ~ 0 L% —'A 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. E 0 w o ca 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. ` SEE TYP. TRUSS BLOCKING DETAILS 0Ym W O M SHEATHING " o e\ 4'- N _ F, ✓ U d Ij 3TSPACESTRUSS2x4 AS SHOWN ERNATE N _ o a 0i En 0 00 i0 TRUSS ECTION c V " p • - QDo� a;m N VE) DAMS HOMES VERTICAL SCAB 2X6 #2 SPF 48" O.C. SEETRUSS12)-1 o`W/ (4) 12d TOP & BOTTOM OR H5 NAILS PLACE OF 10D SECyION TO ?RUBS 5Ho c OR HCLR/LL IN (4) REQUIRED RAFTERS GREATER THAN e'-0" FLORIDA CONTRACTORS LICENSE NO. CRC1330146 .... .... M. 3000 GULFBREEZE PARKWAY SEE PLAN Z DOUBLE SEE STRUCTURAL NOTES AND NAILING GULFBREEZE, FLORIDA 32563 PRE-ENG. TRUSS PLATE SECTION B-B TOP PLATE SCHEDULE FOR SHEATHING DETAILS 2x 6TUD wALL VARIES w/ ROOF REVIEWED FOR DIVISION LOCATION: SEE PLAN CODE COMPLIANCE SLOPE / PORT ST. LUCIE CONY. FRAMED RIDGE MAY BE NAILED W/ MIN. VERTICAL SCAB 2X6 #2 \ / / 2X4 SPF BLOCKING / c ST. LUCIE COUNTY' Z Job Information: SPF 48" D.C. W 4) 12d NEXT TO PRE-ENG. TRUSS / ( NEXT T WHEN NG.IT TRUSS TOP & BOTTOM OR H5 OR \ \ / / BETWEEN TRUSSES / \ q®� 2x8 NAILED @ EACH \ @ 48" O.C. MAX. / I / (3). SIDE w/ (3) 12tl NAILS WHEN HCLR/LL IN PLACER (GREAT B REQUIRED W/ (2) MTS12-S REQUIRED RAFTERS GREATER \ THAN 8'-0" \ 2x4 SPF BRACE / \ \ @ 48" O.C. - NAIL W/(4) / o M COLLAR TIE \ \ 12d AT EACH END & m fi SHEATHIN RAFTER Id \ \ ALTERNATE DIRECTION = O CB \ \ 2X4 BLOCKING BETWEEN BEVEL CUTS " TRUSSES W/ (2) 12d NAILS (OPTIONAL) @ EACH END, CONT. EACH BAY s III B TB 2X4 SPF W/ (2) #7X31/2" / /' TRUSSES ¢ L > 00 ALTERNATING Be WOOD SCREW EACH TRUSS / / SEE PLAN ♦— V BLOCKING OR H5 @ 48" O.C. / / F W N ` O') PRE-ENG. TRUSS \ G3 CONT. ROOF SHEATHING AT TRUSS TOP / / J to 'C3 = N r 0) (O 2 STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP. / / o — SEE PLAN FOR CONNECTION \ \ / / m w, ` U m a a SIMPSON A34 OR \ \ / / CN•I J uj D LO o 2X4 P.T. BLOCKING BETWEEN WOOD 2X8 #2 SYP RIDGE BEAM AT 8' TRUSSES W/ (2}12d NAILS @ .DIAGVATSTEEL (USP MP4) @ \ \ 2'-0" ON CENTER \ \ / / O A�y� �/'� �/� J W V J ( / EACH END TftusS MAX2x6 RAFTERS @ 2'-0"O.C. \ ^ / 2X4 SPF BLOCKING v) VI Model Name / Number: MAX. W/ (3) 12d COMMON Y BETWEEN TRUSSES WALL BELOW TOENAILS TO RIDGE BEAM \ / \ @ 24" O.C. MAX.W/ (SEE PLANS FOR TYPE) 2X4 RAFTERS FOR SPANS LESS THAN 4 FT @ 2'-0" O.C. MAX W / (3) 10D / , ,\ (3)12d EA. END (TYP.) SEE PLAN 1755 NC. MASONRY COMMON TOE NAILS To RIDGE BEAM h 2XOR WOODT Plan Issue Date: &RING SUPPORT TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/2" SPACE Monday, February 17, 2020 @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING KA PROJECT NUMBER: SEE PLAN FOR MORE SHEATHING 2O'0962 INFORMATION d 2x4 S.Y.P. T Sheet: A Of: @ 16" O.C. rn N TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS N.r.s. T615 EXTERIOR NON BEARING WALL DETAIL ROOF FRAMING AND BRACING DETAILS F A E 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. lW SPA EVE N. 6" 6" SINGLE DOOR SINGLE DOOR W SIDELITE Fn 6" 3 0 0 3' 3- art 3" 3„ Ill III E I ;n 1 3,n 3" 3" 3' 3,n 6' 6' tin tit DOUBLE DOOR W/ SIDELITES 'A rE n P' 6" ;PACE [VENLY in 6 SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO BE 1'-019 IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE 1171 / FILLED PVC. PIPE. 0 (M el a • 1• 00 Z 1 'II -II °I O z , 16" MIN. DIAMETER ! ° CONCRETE FOOTING 1 PROTECTION BARRIER DETAIL N.T.S. SPACE EVENLY a FS040 Rat 0-6 Ceneinfaed motinBs Win rGuarp ed,aas�a a[erPIngle re�,laiMa/ie ntleneyment or r?a'r4i quivalent air To Piet Me a al ' O not nail within ' rP NB of Embed each shingle valley centerline Ina 2" wltl 9 as aft ragrng O�mem, , Cut 2" tllegoaallY an up par rimmed" in Cut back from valley cemenine SHINGLE INSTALLATION GUIDE .... 8- 8 8 ...8 . .. SEAUAM L E NAIL SHINGLES W/ 110R 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS, 6 PER SHINGLE. WadO6W / a`F UodecF \ \A'�`4aP rA Urea GoaR"a E Sid �nae � 2� 4e1Co`%is 20" , ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY TEXTURED, PAINTED BEHIND FLASHING LOCATIONS) EXTER. WALL FINISH AND EXTENDING A MINIMUM OF 6' ABOVE 6' x 6" H GALV. VERTICAL RISE OF FLASHING VERTICAL WALL FLASHING CONT. AT KNEEWALL T ENTRY PLASTER ST sEAurvr ROOF SHINGLES i 8" x 6' H GALV. FIASHING COW.-\ FLASHING DETAILS 8" HORQ. NOTE: THIS DETAIL IS REQUIRED FIASHIrvG AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET j KNEEWALL INTERSECTION INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF W'DOW AND/OR SGD FRAME MIN.) GLUE STRIP e \ 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 ATTACH M ENT 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 A ` 1/2" DRYWALL FLAT HID. "TAPCON"SCREW THRU e \ 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 CAULK BETWEEN — FIN ASHEATHING EXTERIOR FINISH BY OTHERS _ PERIMETER -� CAULK BY OTHERS O.A. WINDOW' HEIGHT EXTERIOR 11+ATI TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S iIF rrrrT,aaaaaaC,raal_ R IC5.2.8.5 DRIP EDGE. PROVIDE CHIP EDGE AT EAVES AND GABLES OF SHINGLE ROOFS. OVERLAP TO BE A MINIMUM OF Gin (78cm). ME DRIP EDGES SHALL EXTEND SAn BELOW SHEATHING AND EXTEND BACK ON THE ROOFA MINIMUM OF tin. DRIP EDGE AT EAVES SHALL BE PERMITTED TO BE INSTALLED EITHER OVER OR UNDER THE UNDERLAYMENT. IF INSTALLED OVER THE INDERIAYMENT, THERE SHALL BE A MINIMUM Ain WIDTH OF ROOF CEMENT INSTALLED OVER THE DRIP EDGE RANGE. DRIP EDGE SHALL BE MECHANICALLY FASTENED A MAXIMUM OF 121n ON CENTER WHERE THE Vasd AS DETERMINED IN ACCORANCE WITH SECTION R301.2.1.3 IS 110 MPH Inatailatlon nshtiRIons For All Fixed Windows With Mound Fin Includes all or the fo)bwing series: Li ',. :,'.'•" r ` .: ,",>, 625 / 825 / AZ15 / FL15 / AZ30 / FL30 / V1500 / V15M / V300 / V350 VT200 VF280 1 GB200o GB2o90 Prestl e662 PresitIN81121I.H10 t-Atlmum Faskner ENDS,,. (lambs, Head and Slll) . 8 8' r_ B"— 6° q^;� Wall Framing: #2Sp1ure/Pine/Fir Or Reber snimne #10x 1d/2" BIO, +0'aM Screw Minimum cenetraaon Giaar, Beads 1.3f6•. '. Mniuntlq Fin CPas Section View Bde rkr'Am of Raw widow mnrmum trr EKerior 6nteamirg Noro: Westrong rerommmM Me use oillash/Irp uM/orAsah/ng tapes ands/1Jpans as stand /n,157M E71t7•gl. Nowesw, ouaro WhAsBan /a codas and bugd/ng types, gfa left up to the Morgans, As, determine Maproper Rod' allon ofahese/tams. L 1 B fcm t,dlnA Vou :PuoW, UM b t, wrap may he paepd park for Insp ,ikon, but picase m-stin the wrap W p uteu the crueke I1.11soattr�es and o -der r'ate,e Unr WOxtwQwn is.mUo e. Step 1 Measure IS be sure the 0", is 3/8'to 112 hrger than the vdnEOW elm both vertically and hx¢dnaus. ' you nay Wish M pre-dnR the IrwplWden bow In the tin at thk time. Oivegsd one PE tPUScahathots Mr me ~ay An as aftey ane net Sep 2 Apply a 9enemus bead of sllicurc W the badoide d the mounting on. Ilse enwgh sly w suMcier* fill all toots beivreen the Sit and the Will share hill . Small Inset the "Indent, Imo the opening from the oublde. The Window a labeled "ksMe" and'cuL9de", but a these labels (Lave been removal, the glazing bead should ~ be m the imtde of the build . Step 4. Install Mums under the ad, ad)usong tom until am unit a plumb in the Opening, Shims should be baeded U der the All every 2 feet. The willow should be batcalry cestwred in me spa want fig more than v gap between the Widow and well tam . 5 Ins BIla#10x 1-1jract 4"Romthe inns' Of the fin A each and of the hem, as and both jambs, Sep 6 Install his remaining fasteners in V increments from the corner screws to the ceder dearh frame member. Use care not to rnrer- Uldren that screws and pull them through are fin. Also, make surethe screws go in straight anddo not cause the frame ro bow. Wall framing should be a n himum of #2 Sprure(pgmJNr. Fasteners should be #10 spews of sub chant length to achieve 3.318" abon Into the was and on less than 12" ham edge of fft . Fastener uati[IBes fieetled lneafi sale br hametoarhlese B' of Flame bfembei 10" ]e• 26' 39' 92" Wsr 66" 79" BT 90" 98" Numbernf Fasfsrers 1 2 3 1 4 1 6 1 6 1 7 1 B 9 10 :11 22 13 SI ] Renate access sikane NUMEW Our from abund are 8n and inspect for holes or molds. Use akone to fill any molds. Step B if desired, a foam Inwtatgn can be applied W the unarm gap between the window all wall ka g. RsPPlied, #Ksmvst be Lhe AI Fl(.ANP11VG y(➢i f0414. Step 9 Since trese windows are typically used In moms With high moisNrs, ke; badmoms, it isretlxnmended that the interior gap between the window anal wall Naming also be somkd With sllknne and tooled sa as not W Interfere win n the i stallaton of wallboard, gle or trim, Sep 10 Once all Constructionlscamplete, remotethe bubblewrap Nan the inside and gaWpeofthe window. BnmaSsaP/,dearift blacks Want a mutl demangeast and warm Water u a Fort clear. Failure to follow these procedures will void any and all warranties. GENERAL NOTE: FILE 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. REVIEWED FOH 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. CODE COMPLIANCE 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. STa LUCIE COUNT•"f SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION BOCC AND CALL OUTS. Product Approval Submittal Affidavit Building Address: Contractor: Building Permit: Product Design Manufacture Model # Attachment A royal # Pressures Method pp Roofing: 1st Choice DADE IKO Industrues, Ltd Cambrid a AR NAIL SHINGLES W 12 GAUGE ROOFING FL7006.1 R-10 COUNTY APP. g NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. W/ 3/8" MIN PENETRATION THRU SHEATHING ROOFING ROOFING UNDERLAYMENT: 1st Choicel WOODLAND I INDUSTRIES 2nd Choice Overhead Garage Doors: 1st Choice +30.0/-30.0 CLOPAY 2nd Choice +30.01 CLOPAY Swing Doors: _ 1st Choice THERMATRU{ FIBERGLASS D 2nd Choice +67.0/-67.0 { THERMA TRUCHOCIDni Aee n UNDERLAYMENT SHALL BE APPLIED AND ATTACHED IN ACCORDANCE WITH R905.1.1 2"x6" P.T. WOOD JAMB WITH (5) 1/2" DIA. x 8" "J" BOLTS 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. THEREAFTER. (TYPICAL ALI 4 SInFS1 FL21580.1 R-1 II FL16546.1 FL15279.36 FL20461.1 1st Choice +0/-146.3 The Tapco Group 7" Staggered INSIALLAIIUN FASTLHNERS 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 2nd Choic N.A. N.A. N.A. SHALL BE BEYOND WALL DRESSING Windows: 1st Choice +40/-50 MI WINDOWS 3540 SERIES SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON FL 17676.1 R9 Single Hung (fin) ANCHOR WITH MIN. 1 A" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS +40/-50 MI WINDOWS 3540 SERIES Single Hung (flange) OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. FOR INSTALLATION THROUGH 2x BUCK USE #8 WOOD SCREW OF FL 17676.8 R9 3540 SERIES +50.0/-50.0 MI WINDOWS Picture window SUFFIENT LENGTH TO ACHIEVE I%- INCH MINIMUM EMBEDMENT FL1S644.3 R3 IN WOOD SUBSTRATE. Mullions: M-1926 Vertical I FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE FL 15504.1 1st Choice MI WINDOWS Mullion 3/16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 11A M-1926 Horizontal MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM FL 15804.2 M Hi EDGE DISTANCE u on N ANCE Fixed Glass: 1st Choice +50.0/-50.0 U BL C I DO 625 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN. 11k" EMBED. TO ALL FACTORY DESIGNATIONS 2nd Choice WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 3rd Choice 5/8" MIN. EMBED. INTO WOOD BUCK. "E Soffit: 1st Choice +55.0/-35.0 KAYCAN LTD 8" BEADED 1 1/2" NAILS 10" O.C. IN I F SOFFIT Hurricane Panels: HURRICANE STORM DIRECT MOUNT. TOP 1/4"- 46 PSF EXT 24" Ga. 20 MALE PANELMATE W/ 1st Choice / PANEL MFG. INC. Galvanized WINGNUTS AT 121h" O.C, BOTTOM 1/"-20 SIDEWALK 46 PE INT. Steel Storm Panels BOLT w/ POWERS CALK-IIN I have reviewed the above components of cladding and have approWed their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: --El. # 56126 Name: TODD M. BORN Certification Number: FI. # 82-1-26 Name: Luis Pablo Torres Certification Number: Fl. # 87864 FL18644.3 R-3 II FL16503.4 R-3 II FL16293.1 P>++01 To�t`aa •CIE N ge•!%C 'a�I ,�\��5 N 87864 o CNI • ATE OF r 0 0 O 2 It g�a5 `,AN W 10 F uT Tg+ III (0 10 1000 c .��a3 � Qo,y yob qk qk ui nEV Tg QQOy.-I J J J d 16mora .yE�-w_gw& O O 8B" WVaaxr=i;�naLL�°zm„c&ma iLLt mLL a w(D EE a 13- 2gpa z 2ccz o g W5s- :2 W aBotL -090 m J ' rL e gP3 us 0 0 p v_k o Z.2� w m I°-$� WWW.FOSENG.COM ❑ ❑ ❑ v Z rn m Z DO n7 m z ° o � z c ¢ o 3 a LL re o 0 F w a i r to c Dos Ln 0 = Furry _ 1— @ L1 no A N E m IT w o o' o to u = m, m ono Qm m ® DAMS HOMES 9 c FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 fi t DIVISION LOCATION: PORT ST. LUCIE Job Information: LD €b a >— o n/ r L.L M O Y O � Y o Z W 8 > 000 H W c N M E b O > (ID a C N c N t` 0) .� O „ V m 04 a 0-3UJZ) m O o J IM (n Cn Lo u Model Name / Number: H 1755 oVI Plan Issue Date: 0 a Monday, February 17, 2020 gVI KA PROJECT NUMBER: Y 20-0962 a dy Sheet: Of: S-5 MATERIAL REFERENCE INFO (PSL) MECHANICALLY FASTEN AS FOLD UP WEATHER BARRIER & WEATHER RESISTIVE FLASHING REQUIREMENTS THESE DETAILS ARE GENERIC AND MEANT TO SHOW NECESSARY IN CORNERS THROUGH SELF -ADHERED FLASHING . , RESISTIVE TEMPORARILY SECURE BARRIER GENERAL FLASHING AND WATERPROOFING METHODS DOOR ROUGH OPENING TO BE USED. R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior �RESISWEATHER TIVE WINDOW UNIT wall envelope shall Include flashing as described In Section R703.4" A water -resistive barrier Is described as a BARRI BARRIER WOOD FRAME CONSTR. material behind an exterior wall coveringthat is intended to resist liquid water that has penetrated behind the exterior q 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 s described as a material or g g Y• g r SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER 0.3 in : 12.0 in FLASHING SELF -ADHERED 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 : 30.6 cm) barrier, Insulation, or for aesthetics, Including but net limited to, veneers, siding, exterior Insulation and finish systems, tgssers�"wixoowl WALL BY 61N. , UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING PRODUCTS DETAILS architectural trim and embellishments such as cornices, Soffits, and fascias. R703.2 Water-►esistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 WEATHER RESISITIVE SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. f TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 Inches BARRIER SEAL TOPS OF JOISTS ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 (51 mm). Where Joints occur, felt shall be lapped not less than 6Inches (152 mm). The fait or other approved material UNDER DECKING shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the (SEE DETAIL WP07) SUBFLOOR requirements of the exterior wall envelope as described in Section R703.1. req P SELF -ADHERED FLASHING WIRE LATH R703.7.3 Water -resistive barriers shall be installed as required In Section R703.2 and, where applied over wood -based HEAD FLASHING TIE INSTRU Detail I Instructions sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of ,. eather temporarily securea weather 1. Cut, fold up &tempor 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 Z Self -adhered flashing plus head flashing under weather BUILDING numbered items in the list of instructions below: barrier Is directed between the layers. resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape t 2 1 2 PAPER O 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and Is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion In a manner to prevent entry of Scale: NTs SELF -ADHERED FLASHING FLANGED WINDOW W PO 1 SELF -ADHERED FLASHING IWPO2 SELF -ADHERED FLASHING W P03 scoringcuts water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AMA 711. All exterior fenestration products shall be sealed at the juncture with the P EXTERIOR DOOR WITH DECK - SECTION A CEMT FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER 5. Remove all release paper per standard installation instructions and building wall with a sealant complying with AMA 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, AMA 812, or other approved standard as appropriate for the Type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AMA 714. The flashing shall extend to the EXTERIOR SHEATHING RUBBERIZED RUBBERIZED ASPHALT Minimum) surface of the exterior wall finish. Approved corrosion resistant fleshings shall be Installed at the following locations: EXTERIOR SHEATHING 3/4"-l" BEAD OF CONSTR. INSTALL SELF -ADHERED ASPHALT ADHESIVE 6. Fold as shown by arrows � ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN FLASHING JAMB & HEAD FLASHING, SEE ADHESIVE SELF -ADHERED FLASHING adjust folding of the flashing accordin I fit 7. Angle of comer may vary, J g g accordingly 9 Y rY. t0 t 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface Of the UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW tight to corner exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. door REFER TO TECHNICAL LETTER ON CHEMICAL OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) I 8. Mechanically fasten as necessary Mechanical) attached flexible flashin shall comply with AMA 712. Flashing at exterior window and Y ge P Y g gs openings shall be installed in accordance with one or more of the following: COMPATIBILITY , SCORED RELEASE PAPER 1.1 The fenestration manufacturer's Installation and flashing Instructions, or for applications not addressed In the SELF ADHERED SELF -ADHERED FLASHING, �-e (BEFORE FOLDING, SCORE fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions, Where FLASHING EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE ADHESIVE AS snownl flashing Instructions or details are not provided, pan Dashing shall be installed at the sill of exterior window and VERTICALLY FROM door openings. Pan flashing shall be sealed or sloped In such a manner as to direct water to the surface of the BOTTOM OF THRESHOLD exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall s y MECHANICALLY FASTEN AS incorporate flashing or Po g protection at the head and sides. SECTION -A NECESSARY IN CORNERS THROUGH SELF -ADHERED FLASHING 1.2. In accordance with the flashing design or method of a registered design professional. (SEE DETAIL WP02) 1.3. In accordance with other approved methods. -ADH1.4 SELF ERED FLASHING O (� " In accordance with FMA/AMA 100, FMA/ AMA 200, FMA/WDMA 250, FMA/AMA/ WDMA 300 or FMA/AMA/WDMA 400. v a 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both SELF -ADHERED FLASHING sides under stucco copings. NAILING FLANGE t I p 3. Under and at the ends of mason copings masonry, wood or metal co in and sills. DO NOT FLASH OVER - BOTTOM NAILING 2 8 SEAL TOPS OF JOISTS UNDER DECKING DETAIL WP07) 10 8 4. Continuously above all projecting wood trim. FLANGE (SEE S. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING IWPO6 HALF ROUND WINDOW 7. At built-in gutters. REVIEV� h.- 11 -- J 4 A °Yt",•a UwTF ST LU^ 1EC o SELF -ADHERED FLASHING DECK PROTECTOR SHEATHING " p C T 7/8" Cement Plaster 7/8" Cement Plaster in accordance with in accordance with -- ASTMC926 " ASTMC926 SELF -ADHERED _ . -- FLASHING PATCH - Felt backed metal .' .. Felt backed metal lathe in accordance lathe in accordance SELF -ADHERED FLASHING • I I with ASTMC1063 } - . With ASTMC1063 \' DECKPROTECTOR p i, Building Paper Building Paper 1 _ I II , 7/16" O.S.B. ( 7/16" O.S.B. sheathing sheathing DOUBLE ' '; ; , SINGLE JOIST , Metal Keep top edge JOIST \y SELF -ADHERED FLASHINGweep - �' Flashing, scree A- SELF-ADHERED FLASHING 1 .` 2f below top OT r�J/�/ 2 3 1/2" block 3" MIN J Unperforated Vulcum 4 Flange 7/8" Screed cauk bottom OWeep 2 5 joint only Maintain Metal Flashing Bottom of 3-1/2" Unperforated SELF -ADHERED FLASHING WP07 SELF -ADHERED FLASHING W P O8 APPLYA LIQUID FLASHING TO THE MASONRY OPENING (HEAD, JAMB, SILL) IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE W P 0 g Weep Screed 1 1/2" to 2" Flange 718" Weep Screed \HO.8362x;DECK JOIST OUTSIDE CORNER INSTALLATION OF THE BUCKIRECEPTOR. Above Roof Sheathing 1/2" Cementitious Decorative Finish o • • o, All inside and outsie corner ill dto EXTERIOR WINDOW UNIT ° need be miter CEMT. FIN. Cement Plaster cut and caulked all BUILDING PAPER SLOPE in accordance o o • butt joints need to becaulked using SLOPE with ASTMC926 Vulcum caulk for all SLOPE 0.3 in: 12.0 in 0.3 in: 12.0 in (0.6 cm: 30.5 cm) 0.3 in: 12.0 in (0.6 cm : 30.5 cm) over wood 2nd floor (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING WIRE LATH SELF -ADHERED FLASHING ~--- EXTERIOR CEMT. FIN. BUILDING PAPER NA I WIRE LATH 1/2" Cement IV V SELF -ADHERED FLASHING Plaster Finish Block WIRE LATH 2 1/2" Perforated °• Flange 1/2" Weep BUILDING PAPER BUILDING PAPER Cement o, Screed Plaster over block EXTERIOR 1st floor WINDOW UNIT CEMT. FIN. Install bottom Slab edge of weep screed 1" below finish floor OPTIONAL DETAIL 3 3 ONote: The building paper and metal lath must be Installed Over the top of WEEP SCREED DETAIL SELF -ADHERED FLASHING W P 10 SELF -ADHERED FLASHING FINISH ]:W::Pl 1 SELF -ADHERED FLASHING W P 12 the SCALE: NOT TO SCALE CEMT. FINISH WINDOW HEAD CEMT. WINDOW SILL CEMT. FINISH PARAPET WALL Weep Screed. IC N `` ttnrartrgr gLO TO9re�0�i -ENS R ;-0 04 +^3 STATE OF 'WZ LT �rraIts, aW%% v c Q N N00 00 fCO W CO porn ti ti Ci 0 vminz �N No G Qv0=� L w w Z c�oa Z Z O Wyo�S D,00 E o m m Z �o� W W E WWW.FDSENG.COM ❑ ❑ ❑ d co v m Z Z 1- M Z ¢ m p o H O_ 3 m � a z a � 0a N m }� w F- Y V a - E Na E w o to o In = EOM U m N E o w ~ O o 88 U aril .W c m -AMS HOMES a x: FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: s m a o r m O0 y Y to aw > W a LIJ i m M o > CDo c ai N r Of m a N m J L i , N to O m T � Model Name /Number: 13 1755 "m V I Plan Issue Date: Monday, February 17, 2020 KA PROJECT NUMBER: Y 20-0962 m Sheet: WP Of: N t s WATER PROOF a DETAILS SEE FLR. :I PLAN FOR �X•�:� BEAM SIZE FILLED CELL (TYP) I 8" CMU W/ 3000 PSI ' SIMPSON HUC410 GROUT & LINTEL W/ 'I'•' W/ (18) 1/4"x23/4" TITENS - •'I & (10) 10d NAILS. 1#5 MIN, LAP 30" �•I (ACI 530) BM./CONN DETAIL �-� 1" = 1'-0" ROOF PLAN SCALE: 1/4" = 1'-0" HEADER BEAM OR 4 LVL (SEE FLOOR PLAN ON THIS SHEET FOR SIZE) SOLID PAD OUT IF BEAM IS LESS THAN POST WIDTH SEE DET. ON THIS SHEET I I I I I I I I I , r I I I I q n PRE-ENG.TRUSSES SEE ROOF FRAMING PLAN ----------------------------------------^ , ' a --------------------- ; v E - -' (2) MSTA24 POST TO BEAM c ABOVE W/ (18) 10d x 1 1/2" 6/2OiDl"PLYO 3 LO e T'., o E N s r� 4' J '•u S o N 6" X 6" #2 SYP I z ? r o BTasa :* a P.T. POST 2x4 ' s * * r Z -1/4" LVL 3 :CC S :t OF L „X6"#2SYP s ��:�0 •FC\q 1QP �C'� > - — T.POST P. 4 S C� , O PAD OUT DETAIL 2 SIMPSON ABU-66 w/ 5/8" x6" WEDGE ANCHOR ; SCALE: 1" = 1'-0" 2 d , a 0 POST SECTION SCALE: 1/2" = 1'-0" 10'-3" ME 20'-6" %x\ N 10'-3" M• -----------e XMNN------------ I 4" 2500 PSI CONC. SLAB W/ 6x6 10/10 W.W.M., OR FIBERM ESH/FIBERMIX ADDED TO THE CONCRETE IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND NER-284 FOR FIBERMESH OR NER-414 FOR FIBERMIX, OVER 6 MIL VAPOR BARRIER I 4" PATIO SLAB W/8" x 8" THK'N I EDGE I FOUNDATION PLAN SCALE: 1/4" = 1'-0" 30"x3O"x12" DEEP W/ (3) #5 EA. WAY (TYPICAL) , olliffAll 9'-91, .. 81-91, 6" (2) #2 2x12 SYP BEAM m lu ul lu P.T. 6x6 POST III ,II Q ul O ..I oho n � p �p o III „I ,n N V' 3 ry 0 3 u ul n, JZ u, 111 J m 0 1 I J Z_m = ti + LIGHT INSTALLED IN 10 Cl ti = ti x I. BRACED OUTLET � x II o �� \f' FOR POSSIBLE x o a m 0 N FUTURE FAN m e w .II <3 r O U WP �KoC uiN ¢¢m LL� GFI �¢Mw „ L - �) V DOOR LOCATION ADD FILLED CELL MAY VARY COVERED PATIO WHEN REQ. FLOOR PLAN W SCALE: 1/4" = 1'-0" V-1 REVIEWED FOR CODE COMPLIANCE: ST. LUCIE COUNTY BOCC w 2� wmg F q M10 N00 3gs " Da Q8roa6 a dLL`. ui Lqw w LOU ��aa 3z0 w 1. 2¢ pOp O W2 tis m m sa € LL Z4 I r < a Np W VOrS WN1/W.FDSENG.COM ❑ ❑ v -m C Z N M " W Z m CD m $ C o Z Q 0 0 a � 3 N � 0 — Y Z O o � / , t� Q Y� _ C U O E t T' O N C mm f�l o N tlOD M U CNN E -- - w Op o Y W m N O 0 ® DAMS HOMES c` c , ° FLORIDA CONTRACTORS LICENSE NO. CRC1330146 m 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 n DIVISION LOCATION: PORT ST. LUCIE IVI Job Information: LIB 0 N m z N W- � ON0 W 2 m > o c 4i m c a 0 _I W ::) to `O o _I m U) U) - VI Model Name / Number: 1755 VI Plan Issue Date: Monday, February 17, 2020 KA PROJECT NUMBER: 20-0962 Sheet: pI Of: 20x10 PORCH REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC FILE COPY �J 0 O �N V S Must have a minimum clearance of 4 inches around the air handler per the State Energy code. All duct has an r=6 insulation value.