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Home My WebLink AboutBuilding PlansTERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA INDEX OF DRAWV1NGS R318.1 CAST IN PLACE CONCRETE SHT N0: TITLE CEDE TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, CRITERIA BAITING SYSTEMS, AND PESTICIDES. APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPUCATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." NOTES: 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5" PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25' LAP PROVIDED EACH WAY. -4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 11/2" TO FORM U.N.O. 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ 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. 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM A615/ A615M GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL FLORIDA FIRE PREVENTION CODE 6TH EDITION (2017) BUILDING CODE ACCESSIBILITY 61M E ITIO EDITION (2017) FLORIDAFLOR DA BUILDING NATIONAL ELECTRICAL CODES (NEC 2ON (& 7) FBCR Ch. 34-43 NFPABUILDING CODE REQUIREMENTS FOR STRUCTURAL 14) & 6T FBCR 318-14) SPECIFICATIONS FOR STRUCTURAL CONCRETE ^ (ACI 301-10) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2015 EDITION 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 STRENGTHS FIRST SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT EPDXY THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. U S C CT G Cd 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.SI. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. WOOD FRAMED CONSTRUCTION MANUAL 2015 EDITION APA PLYWOOD DESIGN SPECIFICATION 2012 EDITION ALUMINU SOCIETY OFNUAL.- 201 ENGINEERS: ASCE/SET 7-10 ALUMINUM DESIGN MANUAL - 201E 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 WITH T EOEQURRK EM NSOFALLTHEFOLLOOWINGWHERENGS AND C�uTCABLE:NACCORDANCE EXTERIOR COVERING MASONRY WALL CONST. (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (B) LOCAL STATE AND FEDERAL BODIES EXTERIOR INSTALLATIONOF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C 926 AND ASTM C 1063 AND THE CODE. PROVISIONS OF THIS OD 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90-014, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 1900 PSI (fm =1500 PSI) 2• MORTAR SHALL BE TYPE "S",:CONFORMING TO ASTM C27012A. 3. COARSE GROUT SHALL CONFORM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS r DEFLECTION CRITERIA EXTERIOR WALL LATH ATTACH EMENT LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RE 1 AN7 MATERIALS, EXPANDED METAL OR OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR 10FT, WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MSO5 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF ROOF TRUSSES* ROOF RAFTERS ROOF RAFTERS (W/O CLG) FLOOR TRUSSES/BEAMS ** FLOOR FJOIST+** LL/360 LL/180 LL/360 LL/360 L L /480. TL/240 7L/120 TL/240 TL/240 TL/240 COMMMENTS: WOVEN wigE LATH SHALL BE ATTACHED TO WOOD SHEATHING WITH I +/2" LONG 1.1 GAGE NAILS HAVING A 7/16" HEAD OR 7/8" LONG, 6 GAGE STAPLES SPACED NOT MORE THAN 6 INCHES ON CENTER VERTICALLY AND HORIZONTALLY (REF.2017 FRC R703.7.11- *TL MAX 2" UP TO 4OFT SPAN **TLMAX 3/4" *** TL MAX 1/2". TER. R703.7.2 PLASTER. PORTLAND CEMENT PLATER SHALL BE NOT LESS THAN THREE COATS WHEN APPLIED OVER METAL LATH W1 WIRE LATH AND SHALL SNOT LESS THAN TWO. COATS WHEN APPLIED OVER MASONRY, CONCRETE. GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. 8. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OFTHE CONTRACTOR 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. It. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL GENERAL ROOF LOADING R703.7.3 WATER -RESISTIVE BARRIERS. WATER -RESISTIVE BARRIERS SHALL BE INSTALLED WHERE CEMENT PLASTER (STUCCO) IS TO BE APPLIED OVER WOOD CONSTRUCTION SHINGLE METAL TILE HEAVY WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. THE BARRIERS SHALL CONSIST OF ONE OF THE. FOLLOWING. 1. TWO LAYERS OF AN APPROVED WATER RESISTANT BARRIER MATERIAL IN ACCORDANCE WITH R703.2. 2. ONE LAYER OF AN APPROVED WATER -RESISTIVE BARRIER (PAPERBACKED STUCCO LATH) OVER AN APPROVED SYNTHETIC HOUSE WRAP. R703.4 FLASHING. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLETASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. FLASHING SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. • EXTERIOR WINDOW/DOOR OPENINGS. • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTIONS WITH FRAME WALLS. • UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. • CONIT'INUOUSLYA13OVE ALL PROJECTING WOOD TRIM. •WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. • AT WALL AND ROOF INTERSECTIONS • AT BUILT-IN GUTTERS, ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLE END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL.. IT IS THE CONTRACTOR'S RESPONSIBILITY TO .VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. - 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. PARALLAM COLUMNS: 1.8E Fd = 2400 PSI MICRO (LVL) BEAMS: 2.0E Fb-- 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LA YU P 1 .7E Fb=2400 PSI MIN. 9, SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: ROOF DECK: PLYWOOD C-C/C-O, FJRERIOR OR OSB FLOOR SHEATHING: T&G AC GROUP 1. APA RATED (48/24) I SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE, WALL SHEATHING: 7/16" STRUCTURAL 1 OSS EXPOSURE 1 OR 15/32- RATED OSB EXPOSURE 1 A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604,3.15 SHEATHING SHALL TOP CHORD LL TOP CHORD DL 20 7 20 7 20 15 20 25 BOTTOM CHORD LL* BOTTOM CHORD DL 0 SO 0 10 0 10 0 10 TOTAL (PSF) 37 37 45 55 BOTTOM CHORD LL (OPT) ATTICS. W/ LIMITED STORAGE. ATTICS W/ HEAVY. STORAGE * ATTICS W/ NO STORAGE (NON -CONCURRENT) 20. 50 10 NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN APPROVAL FROM FOR OR INDICATED ON PLAN GENERAL FLOOR LOADING TOP CHORD LL 40 (PSF) COMMMENTS: WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY 11 BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 3OFT ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT s 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA 4 O5 O 27.6 (+ ) 27.6 10 (-) 29.9 (-) 37.0 (+) 26.5 (+) 26.5 20 28.8 (-) 34.4 O 50 (+) 24.8 (+) 24.8 04 O (-) 27.1 (-) 31.1 (+) 23.4 (+) 23.4 100 (-) 25.7 (-) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 8'-O" x T'-0" 16'-0" x 7'-0" O 51.3 (+) 24.3. (+) 23.3 -) 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY W/IN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS 0 S-4 DETAILS € S-5 PRODUCT INFO SHEET C WP WATERPROOFING DETAILS 3 M-1 HVAC \\U"1(HlNfip i v of £ NO O.W o A Q '"NSE '' n o ^. _ LU E (> \N0 O m ® P CA Z ^tea~ 3 s��47��OFESS10�o ,\\ate ��'��fUiflEl4@ttrit�A o � z m g ri n 0 c E E g to a g e 0 p§tea I m NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. TOP CHORD DL 10 (PSF) " - m Ei B H_ w PRE ENGINEERED WOOD TRUSSES B0770MCHORDLL 0(PSHj SEE FLOOR PLAN FOR ACTUAL PRESSURIFS GIs . a � W BOTTOM CHORD DL 5 (PSF) 1O 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING. WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER Q B �o. = STRUCTURAL PLAN P@s>� tlEl�' 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS SPECIAL FLOOR LOADING15 -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS AS ,� a.� o �. 2 d 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO GAME ROOM 60 (PSF) COMMMENTS: c3 tl >w WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. BALCONIES/ DECKS 40 (PSF) 2 a 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. BALCONIES OVER 100 SQ:FI 100 (PSF) . 0 o 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) _a5� w.w+.wsauacoM ❑ ❑. ❑ THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. LIBRARIES S. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. READING ROOMS 60 (PSF) d U' �2 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. STACK ROOMS 150 (PSF) a z SUBMITTALS SHALL INCLUDE TRUSS: FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, - o 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) N 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 S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS., AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) w SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 (PSF) $� n- STAIRS 40 (PSF), - n UPLIFT CONNECTORS FOOTNOTES M 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 > tQ) - TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD THE TOR 'c"w11/7 "lam f. BALUSTRADE AND PANELS FILLERS SHALL 8E DESIGNED TO WITHSTAND A 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. E m MORE INFO. O w FIELD REPAIR NOTES BUILDER NOTICE: I GENERAL NOTES: � e 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. k Is the Intent of Designer/Engineer listed in the tltleblock of these 0 -. _..Te F t o 8 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 19 I _ $� 6 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 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 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 N 0 a a INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 67H EDITION (2017) RESIDENTIAL. the commencement of any work. The Deslgner/Engineer are not PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY responsible for any plan errors, omissions,or misinterpretations N DURING BOND BEAM POUR. CONTROL OF CONSTRUCTION SITE: undetected and not reported to the Designer / Engineer prior to N DAMS HOMKS 3. FOR MORTAR JOINTS LESS THAN 1/40, PROVIDE (1) #5 VERT, JN CONC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE construction. All construction MUST be in accordance to the o TO FOOTING). , , CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED T0, SCHEDULING AND SEQUENCING OF WORK, JOBSI7E SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE information found in these documents. Any questions regarding the 'g 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4) 'A"x 2%" TRENS TO information found in these plans should be directed to our Quality Z FLORIDA CONTRACTORS UCENSE NO. CRC133O146 MASONRY AND (7}10d NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE Assurance Man 0 TO PROTECT, WITHOUT LIMITATION; THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS; OR ANY OTHER Manager immediately. No backcharges will be considered 3000 GULFBREEZE PARKWAY MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4^ z 11/2" SOS SCREWS AND (5)1j4" x 2 1/4" TfTENS ONE EACH SIDE OF TRUSS 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 for reimbursement by the Designer/Eng Weer without advanced m notification and approval by the Designer/Engineer. a GULFBREEZE, FLORIDA 32563 NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON. Payments will be made In accordance to the terms of the agreement € MISSED, CONTACT THE FOR FOR SUBSTITUTION. DIVISION LOCATION: CODE REFERENCES ARE SUMMARIES OFF CODE SECTIONS. PORT ST. LUCI E 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. VI 16d x 2-1/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT Job Inrmation: fo FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS._ g MASTER REVISIONS N DATE DESCRIPTION L' O AL a z C LID S Hu" ME S C W VI Of Northwest Florida® (`�16J ,-x 2 N z a $ - OJLuZ) 4 �t V,�WED A _j M (n (n LO �+0�'�~ N Model Name / Number: 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA, 32563 ST, �uGOE O1820 MEOWSC'C' VI Plan Issue Date: Friday, November 20, 2020 KA PROJECT NUMBER: u u MOE)EL 1820 DEC 0 8 020 20-8521 T ST. Lucie County, Permitting �SLra1f(Q a V • FILL � 1 FCOVER SHEET 6 NO WOOD STAKES PERMITTED IN FOUNDATION. 7 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. G.C. TO DETERMINE STEP LOCATIONS 1F REQUIRED. S 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 DETERMINEDBY ASTM-1557 ( MODIFIED PROCTOR ) IN FM03 THICKENED EDGE EQUAL FOUNDATIOEXCEEDIS BEEN FOUNDATION SIZES INDICATED 1/2" = 1'0" = 1'-0" ON THE FOUNDATION PLAN PSF. N DESIGNED FOR A MINIMUM SOIL l ____- REARING CAPACITY OF 2000PSF. (x) 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. (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" (-)SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" GENERAL FOUNDATION NOTES CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR UNLESS NOTED OTHERWISE STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. 8" 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE REINF. OPTIONAL CURB FOR F.F. VARIES LAPPED MIN. 6" AND SEALED. GRADE SEE PLAN MASONRY @ ELEV. 0' -0" ° 2 4" 2500 PSI CONIC. SLAB W/ 6X6 10/10 W W F, OR MINIMUM .75 LBS ,, ••%--,- , W/ (1) - #5 BAR. CONT. *. •� ' � . , OF FIBER PER CUBIC YARD RBERMESH/FIBERMIX ADDED TO THE m x CONCRETE. IN ACCORDANCE W/ MANUFS INSTRUCTIONS AND NER-284 , j/ FOR FIBERMESH OR NERA14 FOR FIBERMDX OVER 6 MIL VISQUEEN VAPOR z BARRIER & TREATED FOR TERMITES. o IN g f- .• W O ... ,} 3 • INDICATES FILLED CELL W/3000 PSI CONIC. FROM FrR. TO 2 STORY: 20" X 20". a ► '�' REINF. N W 3) - #5 CONT BEAM W/ (1) #5 REBAR GRADE 40 U.N.O. TYPICAL ABV. SLAB. HOOKED FTC 16'• SEE r ;•,'e; a,, DOWELS 17" EMBEDMENT W/ 25" EXT. ABOVE SLAB.. (2) #5 REBAR (2) # 5 REBAR 16" " 4 CONSULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR BEARING RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. FM01 SINGLE STORY FfG 1/z"=1'-0" FM02 SECTION @ GARAGE 1/2"=1'-0" 5 EXTERIOR SLABS SHALL SLOPE I/12" PER FOOT AWAY FROM HOUSE U.N.O. ON PLAN. REINF #5 REBAR ALIGN DRIVE W/ BOTTOM OF Ri ! a' 2 STORY: 20' X 20" RECESS & PITCH DRIVE 4" CONC. DRIVE W/ 1/2" EXP W/ (3 - #5 CONT. JOINTS 10" O.C. TYP. 18 (2) #5 REBAR FM09 I SECTION @ GAR. DOOR 2x BRG. WALL 2 STORY: 20" X 20" (SEE FLOOR PLAN W/ (3) - #5 CONT. FOR MORE INFORMATION) SEE PLAN N "-1 y W 4" 2-#5 REBA FM11 I STEP DOWN BRIG.1/2"=r-a' FM12 STEP DOWN NON BRG. 1/2"=1 SEE PLAN OPTIONAL CURB SLOPED GROUT ' = { a SEE PLAN OR MASONRY AT TO DRAIN 4"x 4"x 16" It y 40, r TYP. SEC. ELEV. 0'-0" WITH CURB (1) #5 BAR CONT.�B (G.C. VERIFY) 00 ; -1 1 z REINF m (SEE PLAN) 2 #5 CONT. • .' INSTALL LINING ` - 2 #5 BENT BARS W/ *+ r--:'* w w MIN. 25" LAP SPLICE MATERIALS PER FOOTING SCHEDULE MARK SIZE DEPTH REINFORCING GRAVITY CAP. ITY lbal F1.0 1%0" X DONT. 1'-0" 2 #5 E.W. GOT. 2000 FLO 2'-0"X 2'L" 114" 3 #5 E.W. BOT. T200 F2.5 2'4" X 2'4" 1'-0" 3 #5 E.W. DOT. 11000 F3.0 3'4" X 3'-0" 1'-0" 4 06 E.W. SOT. 15600 F3.6 3'-B" X 74" 1%0" 4 No E.W. SOT. 21500 F4.0 4' 0" X 4'-0" 1"-0" 9 #6 E.W. BOT.. 28000 F4.6 VF X 4'4" 1'4' 5 #6 E.W. BOT. 34500 F5.0 5'-0' X 5'-0" 1'-4" 6 #6 E.W. BOT. 42600 F6.0 8'-0" X e'-0" 1'4" 7 #6 E.W. GOT. 61500 LEGEND Q - INDICATES SINGLE -STORY FOOTING ® -INDICATES TWO-STORY FOOTING - INDICATES PAD FOOTING FBGR P2709.2 N ELF. 16" r"5 MUDDED MIN. SLOPED 0 DRAIN#5 CONNT FM14 SECTION @ RECESS SHOWER 1/2" =1'-0" FM18 TYP. STEP FTG. DETAIL ALTERNATE: REINF. GRADE.SEE THE REINF. BARS SHALL BE #5 CONT REINF PLAN CONTINUOUS AROUND CORNER SEE FND. FOR BY COLD BENDING THE BAR WITH QUANTITY MIN, BAR LAP OF 25" #5X25'X25" " CORNER BAR ONE o c N FOR EA. HORIZ. w 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. 0M19 TYP CORNER BAR DETAIL 1-1/2"-1'-0" FM23 TYP FND PENETRATION 1/2'=1'-0' STEMWALL SCHEDULE STEMWALL HEIGHT (h) FOOTING DIMENSION FOOTING OF BARS LAT. MAXIMUM F.C. SPACING (D.C.) IN STEM WALL d 1 STORY d 2 STORY b 1 STORY b 2 STORY 0'-0"-2'-0" 8" 10" 161, 20" W/ (2) #5 BARS <674# 6'.8" >2'-0"3'4" 10" 10" 20" 24" W/ (3) #5 BARS 674# 5'4" >3'-4" - 4'-0" 12" 1-2" 32" 32" W/ (4) #5 BARS 845# 4'-0" >4'-0"-5'4" 16" 16" 48" 48" W/(5)#5 BARS CONT. & #5 ® 18" O.C.TRANSV. 1162# 2'.8" SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL 1 NOTES: 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SEE CHART ABV.-MnX.F.C.. „ �. SPACING STATED IN SCHEDULE SPACING (0'C'1 •p A "� 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND W.W.M. TO BE TIED TO #5 ERT: F.C. ABV. PON• WALL WHEN STEM WALL EXCEEDS 4'-0" FTBERMESH CAN NOT BE USED AND CONT. REBAR (1) #5 HORIZ. CONT. TIED TO PER PLAN SPACING #4 TURN BARS ARE REQUIRED 0 EACH FILLED CELL LOCATION. EACH BAR TO EA. VERTICAL REINF. BAR NOTE TIE INTO VERTICAL BAR AND EXTEND OUT A MIN, 4"; 0" INTO SLAB/ STEM #4 TURN BAR 0 STEM #g 3. IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO WALLS GREATER THAN CONSTRUCTION FOR MORE INFORMATION ... 4•-0' " - .` ` " 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK - (1) #5 HORIZ. OONT. TIED TO ®. • .," FILLING IS TAKING PLACE EA. VERTICAL REINF. f " C, 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK ® 16" RN GRADES" MIN. _ • V n * O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" TO TOP OF „ STRIP FTG. .. s'' " , - 16" , ,c. TALL (TYPICAL ALL CORNERS) a"4 " 6. IF STEMWALL IS WITH IN 5'-0"OFPOOL OR WATER FEATURE FOUNDATIONS COMPACTED CLEAN FILL ";>'.. IN MAX 12" LIFTS 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. STRIP FIG, QTVHEDULLEE REINF. PER SCHEDULE "MIN. COVER d b *SEE NOTE 58.R.403.1.4 MINIMUM DEPTH: ALL EXTERIOR FOOTINGS {BOTTOM) SHALL BE (3 SHOWN) PLACED AT LEAST 12" BELOW THE UNDISTURBED GROUND SURFACE. 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL FMASW I STEM WALL SCHEDULE LEI 3' 8" TYP. CORNFRR Q n 13' 10" 4' 8" .. 3' 6" 118. ■ ■ ■ ■ ■ _______ ---------------------- _-_ -___ ■ ■ ■ HOSE _________________________ t ---------------------------------- BIBB , FM03 ' I 3 , 3 ' i FM11 i- FM11 i 3 3 ; a ' i JIFF275 2 , F ST P ON. 4" 1 N , , , :TUB �1 IUNIT , i W.C. r . LAY. Q rr = 1� LAV rr CO ,l '. -_•�., ` ___+ , i I I o L .yam J I o 'f/� I of I I 4dml r , L f a Q 3' 1" 2, 8" 9l N LAV rr i °I 2 12' 0" iv L` , ip 4 Ile r1 - W.G. ; � ■ i Ir I ■ 0. :r CQs II 3X5 1 I ; , v 11 F.G. I 1`SHWR I I I _ 1 rn in , ,' I I%' Dom,, i SINK ' r N 12' 11" ' PROVIDE CHASE ; FOR HVAC UNIT ' ' VERIFY LOCATION 0 r � , i. ---_- l FM01 ' ti (. WASH Cn I to , II- ' w ' STEP ON. 4' i'W.H'�r r e I r ' ' , r , ' ^--------------------' ' m z FM02 , STEP DN, 52h" I a 6-4- 20 0'+ , I ,I ' ;0 C.J.---- ----------------- -------'------' — - — - — ------ , O N , ao 7, 0" 3, 8„ O ` i F2.5 ■ ■ 1 , 1 , 1 in FM03 ' ' Of FMo9 I I. � 1 1 r ' ____ __(.__ __-__ 19, 8" 39' 8" `—(2) #5 BARS W/IN EACH F.C. TYP. 0 EA. 0" SIDE OF OPENING 16' 0" 2' 0" 20'0" FOUNDATION PLAN SCALE: 1/4" =1'-O" ALL ELEVATIONS CHOSE BIBB 0 v 0 w 4 0 r W 0 F. 41 L 10 � f DJ FLORIDA CONTRACTORS UCENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY a GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE �.V1 Job Information: m a 0 0 w a H r m f� z c H 1�0 9' W Y yy [!J 1•J r f 0) N t9 eH J N N 0 m C4 'a OJLLIZ) o JmU)U) m N VI Model Name/ Number: 9 1820 Plan Issue Dater Friday, November 20, 2020 Vr c KA PROJECT NUMBER: 20-852.1 Sheet: A .�i Of: N 3 FOUNDATION PLAN r LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 1820 x 3 5460 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 1DO WATTS EACH 200 GEN LIGHT'G & RECEPT. + APP. CIR. = 34,010 SUBTRACT 100 % OF FIRST 10,000 -10,000 A= 24,010 HVAC CIRCUITS_ A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP.) 10,000 B- 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS ® 100% -10,000 + 40% OF "A" = (.40 x 24,010) = 9,604 + 100% OF "B" _ (20,000) = 20,000 TOTAL WATTAGE = 39,604 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 165 ASSUMED EDGE OF WALL WALL >OR TO CEILING) USE 2 RED HEADS TO ANCHOR WALL 24.11ALTERNATIVE PROTECTION BARRIERI N.T 11/2- VTR TO SANITARY SEWER PLUMBING RISER NOTE: ALL PLUMBING RISERS ARE TO BE VERIFIED w/ PLUMBING CONTRACTOR HOSE BIBB INSTALL FAN BOX PREWIRE INSTALL FAN ; BOX PREWIRE 1 1 1 1 , i 1 I b I , I I i I 1 1 ) I I p CEN.'OF WALL Z I �- -T 3 1 I I I I I I I .I I I 1 1 r 1 1 1 1 1 1 _ 1 INSTALL FANS BOX PREWIRE I 1 , 1 I ' 1 i NOTE: KEEP COACH LITES OUT OF BANDING, QUOINS, AND ROUND COLUMjJS WHEN POSSIBLE. RE R TO ELEVATION FOR TRIM. INSTALL FAN WP BOX PREWIRE L-J-- ` \ GFI \ , Y5 INSTALL FAN ----------------------------- ----- - ------------- BOX PREWIRE I I I I CM II � GF o I Id I A FAN \ !PREWIRE I / ' I i I I �I I OP GPI GfJ GFl,GI_ 221 GFl GFI ------------------- \ i i O FOR D/W MICRO/ \ HOOD I, 11 GFl cy II —I, i II 'GFI I 1: _Jil r — —n ' GFl 1220 j ` L _IJ PB ELECTRICAL GFI CM PANEL 42" AFF 22G W.H. \ ATTIC ELECTRIC � � � IF REQ'D BY CODE w a= Xyy U w�zzz O C�F 2ZN DOOR \, BELL ' \y{ WW w 9 WP BE GFI@ �1'GFI LL� O m & 42" AFF FOR GARAGE m 0 m ,,. DOOR OPENER ,•,; a w re °o II II 11 / 00m0Q ZOOom ,I ■ ,_______________________________________________; 1 I I 1 1 , r COACH LIGHT \ ' 1 ' 1 , 1 1 1 I , I 1 1 , I COACH--------- -—- . -- — -- — COACH LIGHT LIGHT VERIFY LOCATION IN FIELD DISCONNET WP GFl ELECTRICAL PLAN SCALE: 1/4" =1'-O" ALL ELEVATIONS ELECTRICAL NOTES: UNLESS OTHERWISE NOTED, 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42' AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO. BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND 6th EDITION FBCR, ELECTRICAL CHAPTER 34 THRU 43, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCIs (ARC FAULT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT IN ALL DWELLING UNIT PER eth EDITION FBGR E3902.16 ALL 1S 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 7014. SUCH DEVISES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL2075, 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 AT10 FEET, AND EITHER HARDWIRED OR OF THE PLUG-IN TYPE. THE EXIT ALARM SHALL PRODUCE A CONTINUOUS AUDIBLE WARNING WHEN THE DOOR OR WINDOW ARE OPENED. 13. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN W IF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE.. RECEPTACLES OUTLESTS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THESPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THE 12" FOR STRAIGHT COUNTER TOPS AND 1S" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. PER 6th EDITION FBC-R E3902.6 14. IN ALL AREAS SPECIFIED IN N.E.C. 210.52 AND IN 6th EDITION FBCR E3901, ALL 125 VOLT, 15 AND 20 AMPERE RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES, PER. 6th EDITION FBCR E4002.14 AND NEC 406.12(A) 15. RECEPTACLE OUTLET IN GARAGE FOR GARAGE DOOR OPENER TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI). 16. ALL PERMANENT INTERIOR AND EXTERIOR LIGHT FIXTURES TO BE 100% CFL BULBS ELECTRICAL LEGEND SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH FLOOD LIGHT $4 FOUR-WAY SWITCH $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE In TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT W 2 DOOR BELL CHIMES (� WP WATERPROOF W/ GROUND FAULT 0 220 VOLT OUTLET o- DOOR BELL ® SPECIAL SERVICES OUTLET D0 DISPOSAL TV❑ T.V. CABLE OUTLET L= DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING J ❑ JUNCTION 80X WATER PROOF O RECESSED LIGHTING THERMOSTAT ® BATH FAN O LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT C INTERCOM SYSTEM ® L.E.D. DISC LIGHT � GARAGE DOORPUSH BUTTON oPr1oIVAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED SAME AS UNDERGROUND WI H ELECTRICAL CONTRACTOR E 200AMP SERVICE 200 = 2/0 COPPER OR 410 ALUMN• IN 2" CONDUIT METER MAIN DISCONNECT 200 AMP WC DISCONNECT UNDERGROUND SERVICE BY POWER COMPANY # 14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL #12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE INTERSYSTEM # 8 TO HVAC BONDING TERMINATION NDING WIR #4 GROUEWITH CODE APPROVED CLAMP TO EITHER 8) APPROVED GROUNDING ROD W/ MIN. 8' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIALAND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CC), RI Qy(20 WA I L ��di/o�A�f'•F .SSI 00 g g co � a x 4 LL Li a g° ZIPE13 s�,E Fall 2- a. d a IL 11 6 u (n $ 5 WWW.FDSENG. ❑ O F O z o - o Z N z „ a � N _ S t z N m (Do i w g C ' ~ J U -R NE 05 " � g� �p a� om 4�1 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ® Job Information: m a 0 N y 0 r m m 1 a w O 0) o > c, O co N m N J GI /ryy�� WI N D_ ® —I LLB ZD o W V / c J LC7 LI_ ® Model Name/ Number: 1820 VT Plan Issue Date: Friday, November 20, 2020 KA PROJECT NUMBER: x 20-8521 T Sheet: /■ Of, N re W q0 y— _ _ELECTRICAL PLAN A OF BLO FIN. FLR. LITE TEXTURED DECORATIVE CEMENTITIOUS COATING ------------- 25 SH 0 co OF BLOCK _ _ _ IN. FLR. 48" OFF RIDGE VENT 41 io 48" OFF RIDGE VENT 48' OFF RIDGE VENT HEAD W �D DBL 25 SH 9 BEARING @ ENTRY TOP OF BLOCK 2'-0" _ 2'-0" LEF—f ELEVATION TR" SCALE: 1/4" =1'-0" 48" OFF RIDGE VINE STOP OF LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 25 SH ■ 25 SH W'DOW HEAD HOT AN. LU DBL 25 SH Ll 2868 FRENCH DOOR REAR ELEVATION SCALE: 1/4" =1'-0" FLR. FIN. FLR. 12 16 TAPERED VIN WRAP 2'-0" COLUMN DETAIL SCALE: 1/2" - 1'-0" TOP OF BLOCK ■ q LITE TEXTURED DECORATIVE 00 CEMENTITIOUS COATING 33/2 SH 25 SH _ IN FLR. RIGHT ELEVATION TR" SCALE: 1/4" =1'-C" BRG_® ENTRY TOP OF BLOCK SPIio I FIN. FLR. LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 1■ ■■■ 1■ ■■■ _ - 1■ ■■■ _ I�e�eo.�e�elerrro II� O�i��'�sa=e�:•Ie�e e Cf1•!7�{�r...'SlCit•'•Fl!�a� E i�e�eaw�e�e et•e� ��_�� i 1.L 25 SH I 1.' 111" 1.6" 1 111" STYLE MAY VARY REFER 1 SPECIFICATIONS VENTILATION CALCULATION Formula = SF / 300 / 2 * tA4 net so inches of venting ,needed equall Soffit product provides_ 4.12 of Area to 6 o 12" X 24" DECO. VENT VERIFY STYLE W/ BUILDER __ I■��r�ll. ��iir��■iiY� r�r►- 16' X 7' 32 PANEL OVERHEAD DOOR IT -CI C\/ATIr1AI Ilr% nvi `► aa�`\ttttUt111i1#t#p �R0 W �` CA$E e s .w 0. ® y� j w 1 tP"t#f#N01lNilht �, z ggC13 w a Iq 0 co n o7 v o LQ g40 "g-�nsle p en m�im� a a=(a I 's 3 O� S m m �$g$ .8aa v gLn igz o r g a, ON❑ ❑ ❑ m zo s z g 0 c z S 3 Q N o a c _in 9 Z n 8 to C E .0 m O O C m U — E 5 OD U COS Q N o 3 DAMS HOMES am FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 n DIVISION LOCATION: PORT ST. LUCIE VI Job Information: v n n 0 ry m n o G) LO C d 0 W m w N [7 a M M N G3 O N -- ® —j LJ :D M c/) 0 m � ® Model Name /Number: 1820 o� Plan Issue Date: N Friday, November 20, 2020 VT KA PROJECT NUMBER: 20-852:1 s m Sheet: 0 a t m ELEVATIONS SEE DET. 7B03 G.C. TO PRI BLOCKING' W/ APA RE, FOR SPAN 1 7/16" OSB SEE "HIP/F BLOCKING" 20'-0" MAX 20'-0" MAX ** ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING THICKNESS IS 15/32".) IF 15/32" IS USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP SECTIONS EQ, w Q CONTINUOUS BOTTOM CHORD v "X" BRACE SEE BRACING 2 X 4 MIN. SEE DETAIL TS04- - - - R )VIDE '0 DETAIL TB01 a COMPLY. 1,,ttt :OMENDATIONS- ATING OF 4 IDGE - _ - DETAIL a - - - - a O FIT w EQ- TOP & BOTTOM CHORD GABLE END BRACING @ -/ 4'-0" O.C. MAX FOR FIRST (4) ROWS OF TRUSSES NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRES 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TB05 REQUIRED MINIMUM PERMANEN-f TRUSS BRACING PLAN Nrs i garar F Iq O O 4 Fr.------------------------------ I 4 Fr. 2 '1 ' 1 (" I 2 4 , I L----- - 5 F1;. 4 FT. I I 5 F0. 4 Fr. O2 N - � 1 � I 31 I 1 , 1 ♦ ` 4 FT. i------ ----------------- 4 FT. O O O--------- O 4 FT. O3 ROOF NAILING ZONE DIAGRAM A� NAILATBASE 2ROWS@4"O.C.W/SdCQMMGNNAIL ROOF NAILING SCHEDULE, O NAILATTOP PLATE TWO ROWS@4"O.C.W/8dCOMMON NAIL NAILING ZONES (SHINGLE AND TILE). O NAIL OPENING PERIMETER @ 3" Q.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 04".O.C. ON EDGEAND4" O,C IN FIELD E O STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING W/Bd COMMON NAIL SHANK NAILS) O PLYWOOD SPLICES @ HEADER -NAIL SHEATHING TO HEADER NOTE: W/ 8d COMMON NAILS @ 4" O.C. 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 GO (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL OR ROOF SHEATHING: (APA RATED EXPOSURE 1)15I82" OR GREATER MEMBER IF GABLE END COX PLYWOOD (TILE) NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2" DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO MORE THAN 1/8". ALTERNATE PANEL WALL SYSTEM (PREFAB) ATTACH WALL SHEATHING W/ STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW 16GA x 13/4" STAPLES & 2" O.C. ON EDGE & 4" O.C. IN FIELD. FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8' 15132" OSB EXPOSUREI (2)- 2x TOP PLATE 1513T OSS BEYOND EXPOSURE1 SHEATHING SHEATHING PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET - - = - I = 11 = - 11- - IT 11 I II I I II It 11 I It It 11 1 II II 11 11 1 SOLID 2x BLOCKING @ ALL SHEATHING N� II III 11 It II II 1 III It ll I I EDGES (SEE ° ~ SECTION X-X) N z III III III OPENING II II 1 I - II II It II 11 11 IIII III IIII IIII _ II II II I I II I I I I II II II II I II II II 11. 11 1 1 1t 11 11 1 tj o 2x STUDS to w BEYOND. (° SEE PLAN o $z T-I -II- 1 I III IIII I I If I II II IIII I I II IIII I I W L SHEATHING I I 71 r �- 2X4 P.T. BASE 2x RIBBON `-��-/ PLATE BEYOND OR VERTICAL HORIZONTAL SEE PLAN BLOCKING WALL ELEVATION DIAGRAM BETWEEN �Fr� IOCw ¢aF0�7 0 N Im w Y NUJ0O� ULmK LL N LL "S" = NAIL FLOOR SPACING SYSTEM 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 1 4"4(t, 12" W/ (4) Sd NAILS S 1/2" _- " ALTERNATING STAGGERED NAILS @ 3" O.C. SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING BLOCKING SECTION X-X *CONTRACTOR TO INSTALL EITHER HORIZONTAL OR VERTICAL BLOCKING AS SHOWN. BOTH ARE ADEQUATE TB13 WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. C TRUS SCALE: 1/4" =1'- CONNECTOR SCHEDULE FOR: ADAMS HOMES 1820 ELEV OR One _- TRUSS ID SEARING - TRUSS ACTUAL CONNECTORUPLIFT FASTENERS - NOTES -. POINT UPLIFT DESIGN RATINGCONNECTORID DIV-05V, F7VE)VP, H]V L/R -307#or less HETA16/PER TRUSS MFG 1810# IS) IOdx 1.1/2" -_ L/R - #or less LILA/PERTRUSS MFG ID404- (1S)10dx11/2" - A01-ASS, DO1 L/R -797#o, less HETAI6/HETA16 1810#/1810# (9)10d x.11/2' 0#/ (9)12d%i-i/2" - - AOSA L/M/R -535 #or less HETg16/H1oA/HETg16 - (18)10dx 1-1/2" 11810p/104630# (9)10dx 1-1/2"1040#'. - BO1,806 L/M/P -615 #o, less HE7A16/HETA16/H10A 38104/1810#/ (9)Iodx 1-1/2" (18)10d x 1-1/2" (9)10dx 1.1/2 AOSC L/M/R -669IXor less HETAlfi /HLTgl6/HETAlfi I830#/1830p/ (9)106x11/2 1630#, (9)106x11/2 _ (9)SOdx11/2 A07 L/M/M/R 715#orle. HETA16/MT512/MTS12/HETA 18109/990#/990#/ (14)10dx11/2 rr 16 1810# (14)10d x11/2 (9) Sod x 11/2 (10)10d x l 1/2 A08 L/M/M/R -18599 or less (2)HETA16/(2)HTS20/(2)HT520 1920#/2620#/ (48)10dx11/2 /(2)HETA16 2620#/19204. (48)10dx1 1/2 - (10)10dx11/2 (9)10d x 11/2 AO1B L/M/M/R -874#or less H7A16/H10A/HETA16/ I810#/1040#/ (18)30d x11/2 HETAlfi 1810#/ 1810#. (9)10d x 11/2 (9)10d x 1-1/2" D02A CONT. -85 PIT or less NAILED 330 PLF -. (1) 16d @ 4" O.C. PER GE01/"S-4 TRUSS MANUFACTURER: PROBUILD DATE OF LAYOUT: DATE OF TRUSS CUT SHEETS:]/9/18 L=LEFT, R=RIGHT&M= MI DOLE BEARI NGS. BEARING LOCATIONS ARE REFERENCED TO TRUSS MANUFACTURER'S TRUSS DRAWINGS. ALL CONNECTORS ARE St MPSON PRO DUCTS CN (i ri F RAKE FRAME BRG WALLS TO 1011-01' F OF �1 11--- ro z 3/12 VLT i 10'-011 CLG ; /� 12 VLT ,. D T815 p I S-4 I I I I I I I I I I I I I I I 3/1 VLT 1 10'-0" CLG 10'-0" CLG 3/12 VLT JIM I I I I I I I I I I I I I I 1 I I 3/12 VLT 10'-011 CLG FF C 8'-0" CLG 1 I I 10'-0" CLG 3/12 VLT Ilo ro lo ODD SPACE BRG. 8'-011 A" Wf KNEEWALL C TUU 10' 0" AF 8-4-0 GE15 S LAYOUT "AT' & T'CR11 8'-OI' CLG GEO1 S-4 A TYP. U.N.O. SIMPSON- CONNECTOR SCHEDULE MARK TYPE CONNECTOR E FASTENER6 w 9YP p OR TRUSS BRAWN AND ADDITIONAL ROOF INFORMATION SEE SHEETS 4 O MASONRY �HETA2DW(9)IOdx11/2- 1810 © F FAMEO H2.5AW(10WWLS 835. 565 © `FRAM TO 1G42W111 mx11M2"A72 FLY AU66E6 Iola tom 060 D FRAMETO 112wD4Idx1IJ �LOCATION OLUDE IT E FRAMETO MASONRY NOT WNTI DJ NAILS AND S/3" ATA. W IT EMDEDMCN VAIN M"OEr EPDXY INS) 39115 OFRAME F TO FRAME HT620 wAR4)1Mx 119"(07 EDGERIOR LOCATHMNCLl1DE(8)12d TOENAI.B 1128 1310 FRAME TO FRAME Dj HTbXUW14bIfldXI VE"(ATEXTEl L0CATIONNCLUDE(9)12d TOE 1-S 290 2WO © FRARMTO MASONRY HGT-2W(1ST0dNNLSAID(2)SM'AT.R. WIY EMBEOMENT w/SIMP90N'11EI" EPDXY (H(dT-3 PO R 3-PLY) t0e90 OFRAMETO MASONRY FGTAW(19)1/4'x9SD3W000SCREWS AM (2) 1/Y xY TNEN fM ANCHOR BOLTS 3400 4n5 OjRIMAME TO NUMI (i)LGT2 n/n011sd MNKQis &plw"xi-IWITEN2 1760 E Low 2030 Q. FRAMETO MA9CNRYl FRAME ML3TBWG2)16d SINKERS&(14) IW-x2 W"TITEN(2PLYTRMB) 95DPM OR(NR15d SINKERSFORFRAME(EA) 324DF 4090-M 37W QFRAMETO MASONRY/ FRAME (2)LGT3W(24)1/4-xXSDSSCREW9 4780M1 9(8) W. 5" TTTEN(2 PLY TRUSS) SNUF OR(82)i6ESINKERSFORFRANIE(EA) 0610+4 011 (� OFAMTO HW10OPTHUs4I0*DIR1Gd ADB10d (702M USP- CONNECTOR SCHEDULE CONNECTOR&FASTENERS SPF SW HIA16W(10)I01x11T1'OR Iwo I= HTA20 W (1(R1Gdx / 1Q- RT7Aw/(10)80 NAILS 516 E86 RT15Aw/07IN x 11W Us 1020 wtl6)lOdxl10AT2PLYTRU66E5 B35 1000 2 W(14ON x1 1/2-(AT EXTERIOR 1008 1185 TIM INCLUDE (3)131 TOENAILS) 5 Wasik Od NAL9 AND SAR A.T.R. W M30 4495 )EOMEW W SIMPBON'SEN EPDXY MW04)I0dxl 1W(ATWI5RIOR 12M 1530 ATION INCLUDE 212dTOENA■S V20 wA48)IW x 11TY' IAT 1EXIMOR 25]0 3030 ON INCLUDE (6)12d TOENAILS (EA) W (16)1N NAILS AND (2)am A.T FU ^EMEEOMEW W91MP90N"SET" 7020 9'NO EPDXY(H EMMR SALY) ;W(12) W83WOW 6CTEW6,WD 7100 310DM 131 DOM 36WF 4820-F NSDM 706DM tlIBDF 7710-F O EFAMTO MASONRY/ HU460PTH=5W(8)10d NAILS& 0#1610 (12)1/4"x 2 Y4nTEN ITO Ill UNION G#3W0 UW105 H0460PTHWBW(B)10tl tMIL9 & (12)1/4" x 2 SW TAPCONS(TO MAS.) Swiss,, UN103I GWs15 U#650 . FRAME DR (12)1MI&I6)10d (FOR FRAME) SYP-F 411 OR(12)lad &(0) IWIBM FRAMED SYK SYRM FRAME TO. (2))ETAI B OPT NETA20 I= 100 (2)HTA180PT(2)HTA20 1870 O MASON"1PI.Y 14AYW(10) I Od x 112" OR NE5 MISS LPLY W(10) 1 IN x I IZ OFt 24M W (12) Ift 24'LY W 11z)18d WSM10 W(8)IW NAILS AND A 1M� 1/4- 858 1110 HiWM16 W(5)1 M NALS AND (4) 1/4"xl dM" 1145 INS toN9 WEDGH-SOLT OFRAMETO MASONRY OR WSM20 W DOIN NAILS AND (4)1/4♦@1l4" gee 1110 HTWMSO w11 Cited NAILS AND (4)114' 1314' Tomme WEDGE -BOLT 11N 1220 0 FRAME TO H10SW(V8dx11WNAILSANDG)SMW4" 750.. 910 MASONRY TITAN ID FRAME� DTTP2W(8)1/4"x1112'sDSWOOD DT612W(Mt/4"xi IMINS18M.DOD 9M UMSO BWEWSAND(1)11TSATR. EPODEDW less 21" SCREWSAMD(1)1WOXT.R EPDAEDW/ 1510 1035 MMP90N "SEA SEENOTEW SIMR90N'9ET"SEENOTEW TO, H1T5 W(25),.xx I?NAILS AND( II BIs' 9 HTT45W(2AI1Wx217NA1SAND0) OFRAME MANONRY ATA.EPO%IEDw191NPSONT8 4375 MISS SM"6 A.T.R. EPDXIED W SIMPSON "BET' - me IEEE NOTE W SELOW)FIRAMETO (SEE I4OTE W BELOVO Hrt4 W(Is)1■ W In' NAILS mu it) aw. D HTT46 W(18) red x2 U7 NALS AND (I) ® MARMW ATR.EPDXIEDw/SIMPSON'SEr WO 4235 SB"O A.T.P. EPDXED W MMPSON"BEr - 41H (same NOTE W EELOW) IEEE NDTE W BEIAVN OFRAME TO FRAME FRANC N10SW(24)10Ux1112-MILS 910 WOTI W(5U 8dxi iM'NAIL9 D5 1045 OFRAME U TO MINT W(4) 1MkI 1f SOS WOOD RntlM W 1%10dx 11?NAILS & MASONRY SOREWS&(5)19"x2114-TAPCONS 760 780 (4) IW" x 13W" TATOMIS 13M 1355 TO VGTW(10)1M"x9' EDS WOODSCREWS& OFRAME MASOMRY (1) Ms'BAT.R. EPO%IEDW SIMPSON MET' ROSS 4WD W 12' MIN. EMBEDMENT TO (Z)VGTW(5R)1Mx3'SOB WOOD SCREWS OFRAME MAS - ■.-2.ErAT.REPO%IEOWMENT &170 nee "SErw/ 12" MIN. EMBEDMENT X FRAMETO VRr WR6)1/4'x3`)114 O1 OSCREW38 MDN-EDS26 w/(1011/4`1¢t!!'BDB WOW ,R85 MUGTi5 W172110d NNL88HTT45 W(18) FRAME 8CREW9 8 (1) W8" B A.T.R. 11585 10tl NUL9b1118M"BA.T.R - 4160 y 0 FRAME TO (2)MTS W(82)16Px211Y'NAILs■ (4(I)w W1821L(SmNYNAILS FRAME (fISN"00.T.R (BEE N0IE W) A9n 5030 &(U 518'90.T.R (BEE NOTE W) - 5005 Dl:lueou ruluuer+nP NnxA. 1. CONNEDMALL FLOORTFUSSES TO INTERIOR BEMING WOOD WALLET bEAM6W/(2)12d TOENAILS. 2. ALLTRUESTOTRUeSCO SINE NSAREMM'D SYTRLMMANUFACTURER,U.N.00NPU . 3. G.C. MAY USE ERHLA SIMPSON OR USPOWINEOT)ORB, SEE FRAMING PLAN FOR CONMECrOR CALLOUT. 4. FOR SINGLE PLY TRUSSES, SCAB ON W$YP#1 FULL HF•GT'M5{OTRUSS MARCAL WEAW(2) ROWSOF ID, WJLS@ 3"OD. STAGGERED. A lrMIN.AT.REMBEDMEW@CMUWNDSEAMU.N.O. & ECAE TRUSS CHORDW4'A"2x SYPR9(MATCH MORO LWEER hIMIs/ (2) ROWS IW0,V FROM ENDS 4- O.C. STAGGERED (ENTERATOON(ECTORWO4110NAS. MUCH A9 P0991ELE. U MIMMALWNNECTORUNOONFRAMINGPLAN 1. CONNECTIONFOR ALLRWF/FLOORTRUSSESTO 2. CONNECTIONAT 26"OR BY'O.O PENpNG VFRTKAI WALLS SEE DETAIL FE12A)3.1 FOR MORE INFORM 3. CONNECTMFORN).HIPJACK(CORERJACII 4. CONEECTON FOR ALL CMTINWUS RIM BOARD TIC CORNEA. GC. TO VERIPYLOCATION DOES NOT CON S CONNESCTALL FLOOR TRUSSES TO INTERIM BEAM © MRSMALWNN rWUNOONFRAMINGFLAN i. CONNECTION FOR.IAC.KTRLIBE TO WOW WALL OR © MINIMAL CONNECTOR UNOON FRAMING PLAN 1. CONNECTION FOR ALLTRU99EBTOIWBIIOPIEXTE 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 PANELEDGES ARE TO BE BLOCKED SOLID WITH 2X4 #2 SYP WITH (3)10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH 8d NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 NO IF ROOF TRUSS LAYOUT SHOWS SE TO FRAME SIHAS RBEEN PROVIDED BYTHE 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 RE VISE EV SE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED; UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FOS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 C.M.U. 0.R ICE WALL ° IIH- �2xSMETAL DRIP EDGE SEE TYP. WALL 2 x SU -FASCIA 4.r•,..I„x, ALUM FASCIA 2x4 P.T. FASTEN TO C.M.U. W/ 11/2- LONG T-NAILS @ 2'-0" D.C. SECURE J-CHANNEL @ 12' O.C. Vim 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'-0" FILL c N E ��9i9pts!{IlIIfit r/r� .�°�S\01 ` p o wlv e Va • ► <Q T tM *a4 'F L Qq l81 ti Arddlt111lIM \ i- I LEI v ro N m ler FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE IVI Job Information: 0 IIISSSS- z �LO LO Lij 0 y � f M N N 1- U CN 0 ° Q V o VI Model Name / Number: 1820 ® Plan Issue Date: Friday, November 20, 2020 KA PROJECT NUMBER: 20-8521 Sheet: /1 Of: I LINTEL BEAM: 1 COURSE LINTEL BLOCK W/ 1 # 5 BAR & 3000 PSI GROUT, MIN, 25" LAP (ACI 530) CONC. SLAB SEE NON-SHEARWALL SEGMENT mill III III 1111111111 TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. —FILLED CELL: FILL BILK. CELLS WITH 3000 P.S.I. GROUT ONE #5 0 LOCATIONS SHOWN ON THE FOUNDATION PLAN AND FLOOR PLAN. MIN. LAP 25" (ACI 530) TOP OF SLAB _.. _ram MS021 TYPICAL SHEAR WALL SECTION N.T.S. TIP. TIE BEAM W/3000 P.S.I. GONG. W/1 #5 REBAR CONT. SIMPSON SP4 W/B) - TOO X 11/2 SPB OR SP8 FOR 2x6 AND 2X8 WALLS DOUBLE 2x TOP PLATE f' STANDARD HOOKS SEE M505 FOR MORE INFO TYP, FILLED CELL W/3000 S, P.S.I. CONIC. W/1 #5 REBAR VEITI INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL 8" C.M.U. I' A 2"x #2 SYP/SPF P.T, W/ (3) 1/2" X 8" "J" BOLTS OR (3) 1/2" % 6" EXPANSION ANCHORS OR (6) 3" X 1/4" TAPOONS OR i' (8) 2 7/8" HILTI T DNI NAILS 2x BASE PLATE SEE PLAN FOR MORE INFO MS03 FRAME (EXT/BRG/SHEAR) WALL TO n n^ ft I k I rr n N.T.S. #5 REINF. 20" MIN. LAP BAR #30R#4 REINFORCING 1! BAR SPLICE ,. 25" MIN. LAP #5 STD. 90° HOOK #5 REINFORCING BAR #51AP SPLICE SCALEA"-I'-0" ' #6 REINFORCING BAR • GRADE 40 U.NO. #6I SPLICE MS05 REBAR SPLICE DETAIL - GRADE 40 N.T.S. ATTACHMENT REQUIREMENTS SIZE TAPOONS SPACING #ROWS 2 x 4 1/4" X 2a4" 12".O.C. 1 2 X B 1/4- X 2%" 12" O.C. 2 2 x 8 1/4- X 21%" 12' O.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. REQUIRED MS11 I 2x BUCK DETAIL N.T.S. LINTEL MARK 1 2 737 I LINTEL CHART w/ GRAVITY & UPLIFT STANDARD LINTEL; LENGTH SAFE GRAVITY LOAD (# PLF) APPLIED GRAVITY LOAD (# PLF) SAFE U LOAD (a 171-411 950 172 40 71-611 2661 171 162 41-611 6113 133 27C 14'-0" 1002:: 168 56 21-1011 5163 770 352 71-611 2661#''�" ' 162 41-611 6113 27G FE kPPL1�D s` LIFT17 1 (# PLC " r f ( 92 89 81 WE ALL ELEVATIONS HE O T PFPAR AT TCP nw.,V w v YcWA snoop 0 muxna uvm ,P,�x Ewa TA'e'aC1uLL xwwao Ix uNRL NIWmI PNoxmsLumrx 77� DESIGNATION i, TILED OrN "u'" u.l!£RLm r cuauTca t Rcexa al 1 ppiigl OG tNiq. CANIv SFI6-I�I/IT1 Nf, MAL WIDi4 J LeuAxtm Q'b ao.h ..1b. ReM. I TOP MATERIALS I. To precast Ilmels = 3600 P,L 2. To prestressed petals =60M pat. 3. Tc grout= "M PSI W/ meNmum a/8" aggregate. 4. Cormrete masonry units (CMU) per ASTM C90 w/ minimum net area comRasely" sfrmglh a 1900 psi. S. Reber provided In precast Ilrhei per ASTM A615 G960. 6. Maid rabw per ASTM A615 GR40 a Gri Prostlassilg afraid par ASTM A416 Sports 270 low relaxation. 7. 7/32 WOO per ASW A510. 8. Mortar pa ASTM 0970 typo M or S. GENERAL NOTES 1. Provide full mortar head and bed,Mros. 2. Shore 1111W Ovals as squired. 3. Installation of Ilmel slat comply with tie archheoMal and/or structural crawinge. 4. urban, es manufactured wNl si/2" long nobhae at the ends to accommodate ver6001 call readomirlg and grading. 5. NI limels most or exceed L/980 vertoal deflection, except lintels 17'4" and longer with a nominal height Of 8' meet or exceed L/180. B. Bottom Belo sorted rebar to be located at the bottom of the Intel cavity. 7. 7/32" diameter Wire stlmpe Are welded to the bottom steel for mechanucal avahoragn. 8. Castinpleuecmcrete may be xOvbed In composts Untel In lieu of concrete masonry antra. 9. Safe bad ratings based on fgNonol dw,igrr ana"Is pa ACI 318 and ACI 530 10.UNV men. dapthe are called but W linker plan. If connector mettle a deeper (Intel than Indicated On the plan, doling oils [moos" The strength W the Ilntei and is eppmned without engiheering fetter. If a smaller lintel Is handled carried FOR for approval. SAFE LOAD TABLE NOTES 1. All values based on minimum 4" bearing. Eseptlon: Safe loads for unfuled lintels must toe reduced by 2ft Of beadrg length is less than 6d/2'. Safe foods for all 10008sed [Intel$ based on 8' nominal Dealing. 2. N.R. - Not Haled. S. Sate jostle are Label su OVOIBbsed elbwable [,ad an the seGlon specified. 4. Safe loads basal en grade 440Of grade 60 fleltl Is I. 5. Aftfunnal laierel load dapaol)y, can be obtahW by the deapler by praMlrB addlonel reinforced masonry, above the precast Areal. 6. One #7 rebar mair be substic aver for two #6 robes in 8' Ilydels onty. 7. The desgnw met evaluate aonoeni leetls from the safe load tables by calculating the meAmum reslaang m alert and show at daway from the face of support. S. For composite Intel 110ights rot shown, use safe load from nep lower nelg irt. 9. All safe loads In units of Pounds per linear foot. HURRICANE R ANCHORS (TYP.)—►.;� rL r1i REBAR ON BOTH SIDES OF OPENING U.N.O. PROVIDE KNOCK -OUT BLOCK FOR FIRST ° COMPLETE CMU COURSE BELOW SILL A. FILL SOLD :. W/ (1) #e BAR FOR ALL WINDOW OPENINGS 6'�S" AND LARGEI W/ 3000PSI CONIC. GROUT SHALL BE FLUSH 7NERAL CONCRETE WITH TOP OF WALL IR REQUIRED R 10" STD. 90 HOOK I HDOK N (� STD, 90 DEGREES,.. ANGLE 3000 P.S.I 7—CONC. W/1 #5 DL 8'xS'x 10' CMU U.N.O. ,'rt R4 SEE FOUNDATION' SEE ' NDATION PLAN PLAN FOR LMATIONS MS01 I BLOCK WALL REINFORCEMENT NT.S. CCv. +a y T ,F LO gd #! gaaaaaaa1. IEfd�1l��t! `m 00 oN '�BmB. �w'cril'p"i5 a am' m uJ YL B Eg Q ohoIL d w e�5 m Or qr Effi@ Z O "A= BB a X ' o. fi W J ' F ¢ .9 o WWW..FDSENQ.COM ❑ ❑ ❑ m N F z1 A A Z n7 5 G Z h 3 aN o • _ � l Z N ` 8 A L^n, (, m �W N E 0 /1/ (D W eJOa O y/ O � C �� U E O =pogo; odDD N 13 �IiI.A DAMS HOMES FLORIDA CONMACTORS LICENSE NO. CRC1330146 v 3000 GULFBREEZE PARKWAY M. GULFBREEZE, FLORIDA 32563 a, DIVISION LOCATION: PORT ST. LLJCIE VI Job Information: �b c a g 1O+ rn iXi N Ln 0 TYP. BOND BEAM O 8" x e" x 1B" K.O. I+ C U0 LINTEL BLOCK ti 0 RLLW/3000P.S.1, W 0y CONC. W/1 #5 CIA. REBAR .e \ m >CAO O INDICATES FILLED CELL FROM TO _ Z ! , `./ M LLJ NdU LL BEAM WITH # #5 BAR MIN. m L .s ® J 1 , L1J Z x•i TO J 00 (1) (j) Ln ® Model Name /Number: U N 1820 0 TIP. DOWEL 25' TO Date: MIN. LAP (ACI 530) • Pian issue Friday, November 20, 2020 VI KA PROJECT NUMBER: s 20-8821 s' Sheet: M Of: 0 s FILE LINTEL PLAN 2x6 #2 SYP P.T. o SIMPSON HETA 16 W/(2)'/2'x5" EACH END SEE FLOOR PLAN WEDGE ANCHOR FOR BEAM SPEC. - o OVERHEAD SECTIONAL 0 DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT Jw ¢ a W/ WASHER. MIN. 6 PER TRACK TO JAMB. II ,1 O (5) 1/2" DIA. x 8" 1 /2" X 8" A.B. W/2" o "ill BOLTS WASHERS SET IN FILLED CELL W/ #5 TYP. FILLED CELL VERTICAL MIN. 5 PER JAMB. o G SECTIONAL v IF ® OVERHEAD DOOR o " o �yiglli(([t flYfl� �U / WOOD SYP 2' X 6" TRIM o ,'• \\\\��rsQ4� P ' "y. SE • �. G �6 , �� 2"x6" P.T. WOOD JAMB � . ', I .u�,• II DOOR AND CONNECTION PER ,i G t� '•••,••� FLO GARAGE DOOR MANUFACTURER GARAGE SLAB a �� a „•..• TYP. GARAGE DOOR TRACK MOUNTING DETAIL O a - 0ire B$` �� , q o � z NOTE: DETAIL CD22 / S-2 MAY BE SUBSITUTED FOR THIS p v DETAIL, UNLESS NOTED OTHERWISE 8 Pi 8 li MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. 0 n CD21 ENTRY CMU COLUMN/BEAM N.T.S. s E a m N D -`y gGw Rw lu �i 8 i• 00 M€ c� `6� L2Hm o rQ,4 @ s $� a BLOWN -IN R-30 INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH U 1, B -rR 8 J5 22 V � PERMIT APPLICATION PROVIDE BAFFLES s a A$ 5 BLOWN -IN R-30 INSULATION PER i AT EAVES (FOR VENTED ATTICS) w` n n IB 9 g E m 2 FBC AND ENERGY FORM SUBMITTED ' 12 WITH PERMIT APPLICATION 12 FIBERGLASS SHINGLES OR ' a � g N 2_ m d is$NL PROVIDE BAFFLES AT EAVES SEE PLAN .SEE PLAN TILE ROOF (PER ELEVATION) OVER APPROVED UNDERLAYMENT 0 cJ N t3 e� 2 U (FOR VENTED ATTICS) PER FBCR 905.1.1 OVER APA w W FIBERGLASS SHINGLES OR PRE ENGINEERED WOOD RATED SHEATHING N W .FMENQWM ❑ ❑ O Z m 13 TILE ROOF (PER ELEVATION) OVER APPOVED UNDERLAYMENT TRUSSES @ 24" O.C. (SEE STRUCTURAL NOTES ' FASTENED TO TRUSSES PER ROOF M PER FBCR 905.1.1 OVER APA NAILING SCHEDULE) m g g RATED STRUCTURAL SHEATHING PRESSES WOOD (SEE STRUCTURAL NOTES TRUSSES @ 24" O.C. , TRUSS ANCHOR SEE PLAN - ( ) ' '- SEE PLAN FOR c £ Z ///�� ` z y a ( ' ] ¢ FASTENED TO TRUSSES PER ROOF _ _ _ _- ¢ ,. NAILING SCHEDULE) •� DR—G. HT. 1/2' DRYWALL v W � ul TRUSS ANCHOR (SEE PLAN) TO BE INSTALLED ON OUTSIDE FELT PAPER OR • • ° ETAL DRIP EDGE TRUSSPLATE o Z N13 v u rr u u ,� u u ,l a • — FACE — — 3/4" P.T. NAILER f'(TYP .,Rr zx suBFAscIA CORNERS min 3) 2x4 OR BUILT-UP U /� ( )Q d — SOFFIT. SEE ARCH. 4x4 w/ 2x4 POST UNDER EA ` J/ ft3 u' a+ IFFYDRYWALL PLANS w ♦METAL DRIP EDGE 2 X 4 P.T. PLATE END OF SUPPORTING BEAM. �lJ —m n 1/2" DRYWALL CONNECT ALL 2x STUD 2X SUBFASCIA CURTAIN NAILER r � 8 x 8 x 16 K.O. 1 x4 P.T. @ WINDOWS n LINTEL BACK „ NAILED w 8d NAILS @ 6" KEEP IN 3/4 FOR SHEATHING / D.C. v o W 0 "' � c y tino TO TOP PLATE WITH (4) 1 x 8 P.T. @ S.G.D. n O.H. W/ (1) #5 DIA. REBAR & n 3000 PSI CONCRETE AND LATH WITH FINISHo (TYP.) ALL SIDES / G lfid TOENAILS SOFFIT. SEE ARCH. PLANS r SEE ELEV. oV \ (TYP.) FRAME FOR COR- y CO) `_o U = a E PRECAST "U" LINTEL n y!� na ��° NERS FOR NON LOAD �++ t 00 �— 1/2" DRYWALL SEE PLAN FOR HEADER SIZE SEE SCHEDULE �", y a v a v '� N BEARING SIDES NAILED f v. v V. c v• ' * t o400 * F x m Gs` u < w/ 16d NAILS @ 8" O.C. O o v IJ vv vv ♦ ��a v a v p �vo�O - "gym c v o �0 ¢adw Qm' OPTION 15/32" OSB EXPOSURE I ON O.H. C x 8" BOLTS y y 3 v MAXIMUM OF (3) - 2X PLATES MAY BE EXT. WALL W/ ALL EDGES BLOCKED. R TYp, 4 COURSE HIGH A.F.F. (1) CENTERED EA. ( ) (1) r.'� `� DAMS HOMES ADDED BELOW THE HEADER W/ EACH SEE ELEV. SEE TB13 FOR NAIL ATTACHMENT. SIDE w/2" WASHERS � y CMU BASE FILLED w/ CONC c PLY ATTACHED W/ (2) ROWS OF 16d (OPTION) STAPLE: 16 GA. 1 3/4" f r w/ (4) VERTICAL RENF w/-� (NP') NAILS AT 8" O.C. STAPLE @ 2" O.0 EDGES AND FIELD. NOTE: 44" MAX. SILL HGT. ON n FILL CELL -(1) #5 DIA. HOOKS INTO FTG & AT TOP m FLORIDA CONTRACTORS LICENSE N0. CRC1330146 ALL BEDROOM WINDOWS. n REBAR W/ 3000 PSI PLAN Al -Al OF COLUMN 3000 GULFBREEZE PARKWAY n CONC. ALL LOCATIONS m VINYL FRAMED WINDOW w/ SCREEN ,n, SHOWN ON FOUNDATION GULFBREEZE, FLORIDA 32563 (G.C. TO VERIFY W/ FLOOR PLAN & FLOOR PLANS N DIVISION LOCATION: LOCATION OF OPENINGS IN EXTERIOR WOOD WALLS. IF No SIMPSON LSTA30 SEE FLOOR PLAN PORT ST. LUCI E OPENINGS ARE INDICATED, FULL ' w/11.10d TO BEAM FOR BEAM SPEC. ♦ Job Information: STUDS ARE REQUIRED). v & TO FRAME BELOW NOTE: 44" MAX. SILL HGT. ON r ALL BEDROOM WINDOWS. a VINYL FRAMED WINDOW A W/ SCREEN WINDOW STOOL , N CETMENTIDOU$ DECORATIVE PER SPECS FINISH 7/8" THICK PER ASTM PRECAST CONC SILL N C-926.98A PAPER BACKED FOIL R-4.1 u 2X STUDS (SEE FLOOR PLAN FOR INSULATION AT CMU BLOCK WALL N ' 1/2" DRYWALL MORE INFORMATION). SEE TB13 PER FBC AND ENERGY FORM V �J EXTERIOR FINISH - i , v ON SHEET 6 SUBMITTED WITH PERMIT (SEE ELEVATION$) z a FOR NAILING INFORMATION FOR APPLICATION R-13 INSULATION AT EXTERIOR WALL SHEATHING. WOOD FRAME WALL PER FBC P.T. ZX #2 SYP. BASE PLATE 1 x 2 P.T FURRING FTG. DOWEL #5 DIA. REBAR 1 x 4 P.T. 17" IN CONCRETE • ZS" 0 m z 1 1 ■.. o 0) i q cn AND ENERGY FORM SUBMITTED w/ 1/2 x 8 A.B. (OR 1/2" x 8" TITEN BASE NAILER EXTEND (ACI 530) ABOVE SIMPSON HETA20 ' \\ q WITH PERMIT APPLICATION HD) w/P' WASHER AT 32" O.C. SLAB. ALL LOCATIONS SHOWN w/10-10d TO COLUMN Al Al BUILT-UP CORNER MIN (3) 2x4 v / 'A 3 MIN. 6" FROM END - SEE WS07 WOOD BASE —� WOOD BASE ON FOUNDATION PLAN OR 4x4 POST w/ 2x4 UNDER POST '�° J 7 L m N a FOR TERMITE SHIELD ' EACH END OF BEAM ' V SEE FOUNDATION PLAN SEE FOUNDATION PLAN FOR ( r O J LlJ = o FOR SLAB INFORMATION TOP OF SLAB ' SLAB INFORMATION TOP OF SLAB NOTE: ', ' 2 X 4 P.T. PLATE � � in u. J m 0 0 BOTTOM STRAPS MUST BE � • INSTALLED ON INSIDE OF VI Model Name/ Number: GRADE GRADE COLUMN. DO NOT BEND _ STRAPS UNDER PLATE. �v 1820 PLACE STRAPS IN FILL ; v yam° s ;W CLEANCOMPACTED ,, '/�. b 9 .5a N" "' :SEE PLAN FOR ;y CELLS w/#5 REBAR ;: 'r °; .; (TYP.)4 COURSE HIGH CMU BASE �0 '� ♦ Plan Issue Date: �U . ° , u� RE -BAR QUANTITIES �,a li a' FILLED w/ CONC - SEE PLAN FOR „ N _'.: "" - ;,, . , " SIZE. TOP OF COLUMN BASE - a Friday, November 2q 2020 SEE FOUNDATION PLAN 16" �--�. p�N SEE FOUNDATION 2'-0" AFF ♦ KA PROJECT NUMBER: 20-8521 FOR FTG REQUIREMENTS PLAN NOTE: DETAIL CD21 / S-2 MAY BE SUBSITUTED FOR THIS DETAIL -UNLESS NOTED OTHERWISE N Sheet: S=2 Of: WS01 TYPICAL WALL SECTION - 8" CMU 3/4"=1'.0" WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4"=r-0" CD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE TYPICAL FRAMING DETAILS ' STRUCTURAL SHEATHING CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE c u1 m EXTERIOR SHEATHING ' D N ATTACHED PER NAILING SCHEDULE TB13 ON SHEET 6 STUD ANCHORING: m STUD TO TOP PLATE: R-19 INSULATION AT EXTERIOR ' SIMPSON SP4 WOOD FRAME WALL PER F13C Y AND ENERGY FORM SUBMITTED o WITH PERMIT APPLICATION 2 X 4 SPF c (WHEN EXTERIOR WALL IS AT 16" O.C. EXPOSED TO INTERIOR SPACE) 2 X 4 P.T. STUD TO HOT PLATE: SIMPSON SP4 ' 3 LINTEL w 1/2' X 8" a - NOTE: HOLD FRAMING V2" ANCHOR BOLT v BACK FROM FACE OF BLOCK 32" O.C. S 1;�,�tttSlBllllP E6fPB/j� FOR SHEATING TO BE FLUSH V�Q A/ WITH BLOCK FACE 8" CMU WALL `��`` • ..... ��✓ �E ro E Q c' ..;� G06 UA ull WF21 KNEEWALL @ ENTRY FRONT WALL 3/4" = 1'-O" 9 � g ".FL `ems OF 2x8PROV1 DTO BLOCCK OOUT 2 ROWS 12d @ m ®r��A�R \\�'�� ° /tftffllllll111`t 5 TOP PLATE ATTACH w/ 3" O.C. OUBLE 2x4 c p (2) 12d NAILS O.C. TOP PLATE " Z (SOLID BLOCK w/ 2x6) f, 2x4 STUD 4B"MBA! u: PER PLAN v 2x4 BEYOND AGAINST 2x8 STUDS OP SPLICE 2 NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OUBLE 2x8 .9 TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. TOP PLATE 1,5 SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD i (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN TOP PLATE W Sd 2 1/2" x 0.131 NAILS (SIM. w/ 2x6 m &- N * NOT REQ'D. WHEN QT SYSTEM IS APPLIED 2x4 w/ 2 ROWS OF STUDS) $e & ,a+T. W .i ID 12d NAILS @ 3" O.C. WOOD BEAM SEE E ` ` og F tp m TOP PLATE TRANSITION PLAN FOR SIZE Huczia Hucalo OR (z) v ppm = ,A @ Vm Usk LL ryl PIPE OR DUCT w/ .o OUBLE 12d TO BUILT-UP COLUMN 5" D�+tiBg 1 y vN PENETRATION THRU 7TOP SPLICE SUPPORT COLUMN BUILT-UP MIN. TOP PLATE w/ MORE , (3) 2x4's OR 4x4 W/ (2)-10d c 8 >n w w THAN 50%OF TOP € P F n��N It 2 ROWS 12d ^ NAILS (N 8" 4 x EACH PLY v " PLATE WIDTH INSTALL ,� (SHOWN A54x 4) w .�.�� 2�g < a @3"D.C. w �2. 6 ' SIMPSON PSPN516Z , (2) SIMPSON HETA20's w/ (12) 16d NAILS TYP. w/(12)-16d EA. TO COL ° W m m TOP & BOTT. ., '*, ALT: (2) MSTAM36 STRAPS s In-E _ Z e a NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS BOTTOM SPLICE TYPICAL BLOCK CENTERED w/ (13)-10d NAILS IL o BE � z o WALL Ea TO COL. n . TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. OVER STUD w TIE BEAM p1 $ WWW FDSEM16.COM m o SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ I, r (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO m TOP PLATE W 8d 2 1 2" x 0.131 NAILS m 0 * NOT REQ'D. WHEN QT SYSTEM IS APPLIED Z N — O � NOTE: ///'''Z N PLATE LENGTHS MUST BE ATE. Q :: LEAST 8'-0" LONG. TYPICAL WF17 TOP PLATE SPLICE DETAIL 3/4"=1'-0" CD04 BEAM @ RAISED ENTRY MASONRY WALL N.r.s. ��Lo c Z N Mu y LL 2x8 SYP #2 E c • \"I TOP & BOTTOM ATTACHED W/ � L1 u d •` p (1) ROW 16d 2x6 SYP. #2 w �Ln NAILS @ 16 O.C. U — cmv E RIPPED U o LJ'LO� I. zo L' BOX HEADER DETAIL = * at N CRIPPLES MAY/MAY NOT BE PRESENT. ¢No m Qm IF ONLY (1) KING 7/16" O.S.B. VERIFY HEADER ELEVATION` A®AMS HOMES (1) JACK USED AT EA. SIDE Q EACH SIDE OF OPENING G.C. TO 2X BLK'6. 2 W 2 -8d INSTALL (3) TITEN HD. EA. END EA. (2) 2 x 4 LAMINATIONS W/U) ROW OF STAGGERED 101 (3) 2 x 4 LAMINATIONS W/ 12) ROWS OF STAGGERED L6d (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF STAGGERED led 5/8" x 8" EQUALY SPACED COMMON WIRE NAILS (D=0.148",L=3')Ufl EQUAL COMMON WIRE NAILS OUTSIDE FACE) COMMON WIRE NAILS FACEI (D=E0182",LH81/2I PER SIDE INTO CMU AT JACK TO HEADER, NO BASE EDGDE E VIEW (D-0 67ACH 3-12°)OR EQ 'AL OR EQUAL HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 1 2 X 6 WALL JACKS KINGS JACKS I KINGS SUE EA END EA END EA END EA END LESS THAN 4' (1) 1 (2) 1 (1) 2 >4' BUT <9' (2) (3) (2) (2) 10'-0" - 16, 3 4 3 4 HEADERANCHOR -- .- NAILED TO TOP PLATES, HEADER & JACK m FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000GULFBREEZEPARKWAY HEADERSIZE NO. &SIZE OF GRADE RAFTER TIES GULFBREEZE, FLORIDA 32563 EACH END SEE PLAN FOR (2) LSTA 30 DIVISION LOCATION: BEAM SIZE Nnns: CONNECTOR REQUIRED PORT ST. LUCRE 1) ADJACENT NAILS ARE DRIVEN FROM 3) FOR 4-PLY. PROVIDE 1/4"DIA. x 51/2" LAG u OPPOSITE SI DES OF TH E COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3PLY) (3) 16d SEE PLAN SEE SCHEDULE Job Information: 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NOS SECTION 15.3 FOR P4 AT n THE THI=ESS OF THE LAST.LAMINATION. ADDITIONAL INFO. COMMON FOR WLL 2X SI CRIPPLES SP216"O.C. 24" O.C. NAI LS(TYP) W/ SIMPSON SP2 TYP. WF37 TYPICAL COLUMNS DETAILS HGT. TOP AND BOTTOM STAGGERED ED NAILS a N.T.S. STAGGERED @ ig FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 11/2' CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) 1 2 F.F. OVERHANG ;•: ;�: CMU •Y• FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" © 1IJ I■ II 1 , • PERLOCATION--, fiF ` j100 01 • .• '4?,� %%%?Ele16" .. O4 .d TOENAILS EACH ENO I 2x4 SPF CONTINUOUS BLOCKING , • • • • , :d NAILS. SEE DETAIL ABOVE ELEVATIONSEE •• ROUND/ SQUARE TRAN i•HEADER EACH END 12" 0/C EACH a * WHEN STUD LENGTH FACE OR 3-ROWS v IS LESS THAN 12" USE 12d NAILS STAGGERED y LSTA30 STRAPS AT EACH @ 12" O/C FOR 2 x 10 O STUD WRAPPED OVER I IOR GREATER HEADER iO TOP PLATE & NAILED M TO HEADER EACH SIDE FILL ALL HOLES IN DOUBLE 2 x #2 0 Z N .-I STRAP S.Y.P. HEADER W/ O LO 1/2" FLITCH PLATE m W i 4 10d NAILS @ HEADER. (U.N.O.) N 8" O/C TYP. � N � FILLING AND BLOCKING AS cH rl J N DOUBLE 2 X 4 REQUIRED FASTENED TO 1O coN0_ CRIPPLE STUD HEADER W/(2) ROWS OF 12d 16" 0/C UNLESS t -i O J L'L•� Z) � O - TYPICAL (U.N.O.) @ r LO NOTED OTHERWISE D y / u Ono V Model Name /Number 2 x 4 STUDS TYP. - d 1820� SIMPSON HT74 W/ (18) N i CMU 16d NABS &A 5/8" EXPANSION ANCHOR VI Planlssue Date: Friday, November 20, 2020 OpF W/ 6" EMBEDMENT U.N.O. �t OR 8 Y/2" AT GARAGE F KA PROJECT NUMBER: STEP DOWN * * HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING P.T. BIT. PLATE 20-8521 WALLS WITHOUT UPLIFT Y NOTE: FOR OVERHANGS LESS THAN 5/8" • NO REPAIR REQ'D. WINDOW OR DOOR OPN'G o Sheet: S_/I. Of: °i v{ MS18 RETROFIT WALL OVERHANG DETAIL N.T.s. WF39 TRANSOM DETAIL AT ENTRY 1/2"=1'-D" WFO9 WALL HEADER DETAIL N.T.S. TYPICAL WALL DETAILS V *DIAGONAL SPACED AT 20'-O" 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 CUTLOOKER O.C. TO TRUSS WITH FOR OR EQUAL TO 45° SMTS12REQU O KS O.H.UNDER -SPACE OUTLOOKERBLOCKS @ 24" O.C. NO STRAPS REQUIRED. - ' MINIMUM 2"x4" 8d NAILS @ 4" D.C.WALL AND ROOF SHEATHING, SEE TB13 i CROSS BRACING ". ^ ^ 2x4 SYP BLOCKING FOR SPECIFICATIONS (SEE PLAN FOR ' , „^ - ^ ^ ^ d BETWEEN TRUSSES @ 48" O.C. MAX. FASTEN EA. 2x4 SYP L BRACE FOR ' LOCATION ' , BLOCKING TRUSS w/ 3-12d NAILS GABLES 3'-0" TO 5'-11" TALL. ; , END 9x6 SYP L BRACE FOR 2x4 SYP CROSS BRACE7 GABLES 6'.0" AND TALLER. APPROX. 8" FROM RIDGE ATTACH L BRACE w/ THEN 46" O.C. AFTER. NAIL w@@// 12d NAILS @ 4" O.C. EACH T 45� ADNGLE. m CROSSING GABLE TRUSS ' (NOT REQ''- WHEN GABLE IS SIMPSON2" LONG 2x4 #2 SYP BLOCK AT 4'-1" OR SHORTER) FASTEN (1)ALL o H •_ CONT 2x4 RACE COACE LOCATION. FASTEN TO DIAGONAL PLATE w/ 10d @ 3" O.C. RUSS BAYSP(8P0')NING NAIL D)m (3) 12d w/ 3-12d TO CHORD (MIN BLOCK PPLNAIL GABLE TRUSS h ' PER JOINT ' 1ST 4 BAYS)TO TOP PLATE w/ 16d NAILS @ 4" O.C. CONTINUOUS LATERAL BRACING 2x8 4 BAYS1/2"X8" ANCHOR BOLTeNAIL OVER X-BRACE AS SHOWN- AT 48" O.C. MIN.o INSTALL BLKG. AT TRUSS WEBS KNOCK OUT COURSE m ' CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING X-BRACING - 2x4 SPF OR SYP w/ (3) 12d @ EACH MASONRY WALL m TRUSS WEB c NAIL TOP OF "T" TO GABLE ROOF SHEATHING, SEE T013 FOR ATTACHMENT m TRUSS w/ 2.12d AND 1 OVER JACK TRUSSES, SEE SIMPSON H8 W/ 10-iOdx1 i/2" NAILS PLAN. TB01 TYPICAL CROSS BRACING DETAIL N.T.S. TB02 TYPICAL CROSS BRACING DETAIL N.T.S. FASTEN (1) SIMPSON HGA10 SI 48" O.C. w/ o : N\tER\011r� ff Qj� GABLE 2x4 BLOCKING w 2-12d TOENAILS SIDS WOOD SCREWS GABLE / SCREWSNAIL TOP OF "T" 3 N:1z ••' •:, `\ P ••O CENTER LINE OF HIP/RIDGE, TYP.F�I PROVIDE 2X4 MIN. BLOCKING AT END TO TOP PLATE BEAM / TO GABLE TRUSS w. 2-12d FRAMED WALL OR BEAM AND 1-SIMPSON H8 w/ •" ' NS "-• ' BETWEEN TRUSSES W/ (2) 12D BELOW, SEE PLAN. 10d x 1 1/2" NAILS E � �• \V�' ��,r0 " NAILS EACH END TO TRUSS TOP CHORD @ WOOD FRAMED WALL @ DUTCH GABLE A TRUSS ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING GE01 GABLE END BRACING N.T.S. WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP IIIIIIII o A _---_-. TRUCTURAL PACEs'J�S*1AAf11��9,N� Z, G.T. SHEATHING -S T ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 m 9 TOP CHORD WHEN REQ'D NAIL TO TOP CHORD LL TO PREVENT SHEATHING JACK - - - - - OF HIPPED TRUSS W/ 0 SPAN FROM EXCEEDING RUSSE HIP 12d NAILS @ 6" O.C. MAX 24" SPAN (EITHER G.T SIDE OR BOTH IF RE 'D) s c T A (2) 12D NAILS MINIMUM 3 12d c 4? °- ROOF AT 12" O.C. MAX PER JOINT MINIMUM 2"x4" SPF OR SHEATHING * SPACED AT 10'-0" MAX SYP TRUSS BRACING N SEE PLAN ro w9 Q .. 7JJk 4k i�� Qm LL LL M N off" 8 JJN DF.;gC w TRUSSES HIP TRUSS M M o - BXETWEEEN FA��-A �cQT_ sii N N W w N ° h,H, 2s' g6 iZ Q w49gtiVtiS T�T'O aH6m W$mrn' �O f J "' m TB03 HIP /RIDGE BLOCKING DETAIL NTS TB04 TRUSS BRACING OVERLAP DETAIL (TYP) N.rs, 2 n F m €� ng€ ?Q d Bel a W UJ s E= NYNI.MSENG.COM Z npJ 6 N m O S c Z Z N b TRUSS NOTES: J 1, WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/1P1-2014 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT m U) a IN' WOOD TRUSS CONSTRUCTION, FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED U m TO 8 SHEETS OF SHEATHING ON ANY PAIR OFTRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY w CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT ANY ONE TRUSS. m y w � EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING !+ 2. ALL BRACING (DS,C8,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL E A LATERAL BRACING SPECIFIED BYTRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACE$ AT 20'-D" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3.12d NAILS AT EACH TRUSS INTERSECTION. V O w � - BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT 1 C 4. ADDITIONAL BOTTOM CHORD ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. ll �� SEE TYP. TRUSS BLOCKING DETAILS U EZED (�'T��, SHEATHING �Npp - W N .I� 3 TO 4 TRUSS SHOWN '® c4 AS TRUSS NATE SPACES DIRE CTION Q N O 0 Q,W o RUS DAMS HOMES 0 FLORIDA CONTRACTORS LICENSE N0. CRC1330146 VERTICAL SCAB 2X6 #2 SPF 48" O.C. W/ (4)12d TOP & BOTTOM OR H5 SEE TRUSS (2)-1 NAILS SECyION TO TRUSS OR HCLR/LL IN PLACE OF (4) 101) B'B REQUIRED 0 RAFTERS GREATER THAN 8'-0" 3000 GULFBREEZE PARKWAY SEE STRUCTURAL NOTES AND NAILING GULFBREEZE, FLORIDA 32563 SEE PLAN OU BLE TOP vOUBLE PLATE TOP PLATE SCHEDULE FOR SHEATHING DETAILS DIVISION LOCATION: PRE{NG. TRUSS SECTION B-B 2x STUD WALL VARIES w/ ROOF r SLOPE •, • PORT ST. LUCI SEE PLAN . /. CONY. FRAMED RIDGE \ \ \ 2X4 SPF BLOCKING / m VI Job Information: MAYBE NAILED L MIN. VERTICAL SCAB (4) 42 (4) 12d WHEN IT LANDS SPF 48" O.C. W/ (4) 12d \ \ BETWEEN TRUSSES NEXT TO PRE-ENG. TRUSS 2x8 BLKING. NAILED 0 EACH TOP & BOTTOM OR H5 OR \ \ @ 4$" O.C. MAX. \ / SIDE W/ (3) 12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12d REQUIRED w/ (2) MTS12'8 REQUIRED 0 RAFrFRS GREATER \ / p B THAN \ 2x4 SPF BRACE / @ 48" O.C. -NAIL w/(4) \ _ y COLLAR TIE \ 12d AT EACH END & EVERY 3rd SHEATHIN RAFTER \ \ ALTERNATE DIRECTION \ \ A O \. M 2X4 BLOCKING BETWEEN CB BEVEL CUTS v TRUSSES W/ 12) 12d NAILS (OPTIONAL) L0 @ EACH END, GONT. EACH BAY B TB 2X4 SPF W/ (2) #7X31/2" / / TRUSSES 'o O y. 0) D6 WOOD SCREW EACH TRUSS OR H5 0 48" O.C. / / SEE PLAN / /� « It N ` M N BLOCKING PRE-ENG. TRUSS \ / / > CV aB d 3 E CONT. ROOF SHEATHING AT TRUSS TOP STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP. \ / / m % J N SEE PLAN FOR CONNECTION SIMPSON A34 OR \ \ / /tf LL 2X4 P.T. BLOCKING BETWEEN DIAGONAL TRUSSES W/ (2)-12d NAILS C4 AT 8'-0" WOOD 2x8 #2 SYP RIDGE BEAM 2'-0" ON CENTER / 2X4 SPF BLOCKING Model Name / Number: EACH END MAX TRUSS 2x6 RAFTERS @ 2'-O'04C \ K ^ v BETWEEN TRUSSES m N MAX. W/ IS) 12d COMMON TOENAILS TO RIDGE BEAM @ 24" D.G. MAX.w/ \ / \ 9' WALL BELOW 2X4 RAFTERS FOR SPANS LESS THAN / •\ (3)12d EA. END (TYP.) A OAO 1VG (SEE PLANS FOR TYPE) 4 FT @ 2'-0' D.G. MAX W / (3)1oD CONC. MASONRY SEE PLAN . Plan I$$Ue Date: COMMON TOE NAILS TO RIDGE BEAM 2X4 CONT. AT STEEL OR WOOD w T & B CHORD 8EARING SUPPORT 1/2" SPACE Friday, 2ozo TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING @ RAISED HEEL DETAIL DETAIL @INTERIOR BEARING w CT KA PROJECT NUMBER: SEE PLAN FOR MORE SHEATHING INFORMATION m 20-8521 Y 2x4 S.Y.P. @ 16" O.C. a o Sheet: SA Of. N TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS N.rs. TB15 EXTERIOR NON -BEARING WALL DETAIL N r 5 a ROOF FRAMING AND BRACING DETAILS 6" IE \ THERMA-TRU INSTALLATION \\\\\ KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 114" 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 11/4" EMBEDMENT INTO THE MASONRY JAMBS. cz A 6" I SPA( EVEP 155 6" 6" SINGLE DOOR DOUBLE DOOR W/ SIDELITES SINGLE DOOR W SIDELITE )A 1E n Y G SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO BE 1'-0" IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE / FILLED PVC. PIPE. 1 O im M Z 1 -11 -11 ° 1 f Ir - Ir 1 v v d VI 0 Z iN- V d yr PROTECTIO TOP OF SLAB 16" MIN. DIAMETER CONCRETE FOOTING io N.T.S. SPACE EVENLY a�a 001 OycK Rake D r Edge T" s se use In SHINGLE INSTALLATION GUIDE 8' 8" SEP ANT NAIL SHINGLES W/ It OR 12 GAUGE ROOFING NAILS. 3/13" MIN HEADS. 6 PER SHINGLE. �oe� a d Doll no G°ilea O Ze" ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY TEXTURED, PAINTED BEHIND FLASHINO LOCATIONS) ETTER. WALL FINISH AND MINIMUM OF6'ABOVE 0" %6' H GALV. VERTICAL RISE OF FLASHING VERTICAL WALL BASHING CONT. AT KNEEtiVALL T ENTRY PLASTER STO SEALANT ROOT SHINGLES FLASHING DETAILS NOTE: THIS DETAIL IS REQUIRED \ fusHLv AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF W'DOW AND/OR SGD FRAME MIN.) GLUE STRIP W/ ADHESIVE SEALANT & SCREW w/ 3/16" " x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATION OFWINDOW ATTACHMENT N.T.S BUCK STRIPS - Sx4 (DEPTH OF Wow. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHI LLIPS \ __ 1/2" DRYWALL FLAT HD. "TAPCON" SCREW THRU \ THE W'DOW FRAME INTO MASONRY JAMB MIN. 4" FROM END AND MIN. 161, C.C. 1/8" SHIM SPACE EXT. FINISH DRIP EDGE WINDOW SEALANT GENERAL CONTRACTOR TO COORIDATE BACK OF JAMB SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S 2X WOtft} FRAME BY OTHERS --�` SHEATHING BY OTHERS CAULK BETWEEN - -. FIN &SHEATHING EXTERIOR -- FINISH BY OTHERS PERIMETER - CAULK BY OTHERS O,A. WINDOW HEIGHT EXTERIOR. 11/20 MIN, EMBEDMEN — 40 WOOD SCREW hq, I l-lam ..-®Ito TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S 3/4" is Used. 1/40 MAX. SHIM SPACE Bi AND GASLLS OF 0 BE A MIN MUM MES SHALL EXPEND I EXTEND BACK ON THE LIP EDGE AT EAVES NSTN.LED EITHER "YMFNT. IF INSTALLED THERE SHALL BE A IF CEMENT INSTALLED IE DRIP EDGE SHALL 3E MA%IMUM Of 12D ON S DETERMINED IN nBill 9.13 S110 MPH e THE MEAN ROOF HEIGHT IRO. DRIP EDGES FHALL In MAXIMUM OF4INCHFe Matlmum Fastener Spadrg (Jambs Head and 5111) Wall Framing: #2Sprure/Pine/Fir Or BetreT Butane sio xl-lj2" Sam Minimum Penetration d[B" Glaring Bead C ross Section View Mnler. __........ _I 11T Silicone Exterior Sheathing vadopia, M codes and bullding types, it ISleft up to the Way to dedvemMe the ptoperinrteNallon Oftaesn ttems, Br oie nscallnq spur P ndow, the bubble xTq, mey be peHedback for Inspection but pleas2:e-Ack the wrap to . Drr pmle't the blaks hoe, scrzta es Fell nbier ne eage anti! C,.S .a ion is compete Step 3 Moisture to be slue the Opening is 3(8" to 1/21 larger Man the willow sift both vertically and tnrhordally. • You map wish to pre -deg the installation toles in the An at this lime, Disregardak prepumlast hales as the MgIrml fin, as aW"Hpgx nat'9Yam . Rep 2 Apply a generous bead of slkme M the bedside of flue mpmtlrg fln. Use enough OURe to suffiaeMy fill ail vDids betwfBl the fln and the wall dleMflino. Rap 3 Insert the wallow ingo the opening from the oNside, The window a labeled "bide" and 'outside, but dthem labels have been Step 4 ill shims under the sill, adjusting tivn untl the unit B Pkmta in the opening. Shims should be totalled under the sill every 2 W. The window shag be basically cenReredInMe with no more than 4" gap between the window all wall %thing. Shp S Install a#lox 1-1j2°saerr 4' fum the cornxofthe fin at mill ON Ofthe Road, III both' be Step 6 Recall the remaining festemr5 in S' Increments from the corner screws to the rnder of imo, hmne member. Use care not to oven. lighten the screws aelse M nd pull them through the fln. Also, make sure the screws go in straight and do not e fame to flow. Wall hmcungshoWd be a minimum of #2 Spftb*PWir. Farimers should be#10 screws of sufaent Woo toachieve 1_318" Penerallon knta the wall and no less than 1P2' fun edgeof hamin. NS E • N W < of x i \ • ~ \ i F1r0 a•" b Step ifdesired, a foam insulation can be applied to the interior gap between the window and wall framing: ifaPpIled,ddsmustaeshe a •✓' ff ; NON FAF'AA'OING 1I P5MAA, c IIIilltttY\�\ C Step 9 Since Mee windows are typically used In rooms with high mustum, le; baMraoms, itIs reaommended that the Imerlor gap `y Z framing between the window and wail ming also be smkd with sgl[oce And tooW sari rrx to Interfere with the Installation of « .� j, wallocand, dlea him. 9 Step 10. Once erg mnsWdbnlscomplete, remove the hub* wrap lrom the Inside and outside of the window. if necessary, dean the bucks with a meld detergent and warm water ustrig a win cloth. G Failure to follow these procedures will void any and all warranties. a 2 n ' O GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION AND CALL OUTS. C T E a m v fro® F a Ln cO " g ; s x e 12 M g -z m06 Product Approval Submittal Affidavitzgs 3 Ot X. ItLL BEo Building Address: Contractor: sffg z ;e co EL Building Permit: er g z a s Product Design Manufacture Model # Attachment Approval # ggs la " J Pressures Method WW&.TDSFNG.COM 110 E Roofing: 0 DADE FL7006.1 R-10 1st Choice COUNTY APP. TKO Industries, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING z NAILS. 3/8" MIN HEADS, 6 PER SHINGLE. _ /� N N W/ 3/8" MIN PENETRATION THRU SHEATHING / Q a a n U� ri S / —� ROOFING VENTS: = z 8 m N Q) Florida Metal FLAMCO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, FL21580.1 R-1 Products Inc. "Off -rid event" .0 +—n D, W ROOFING UNDERLAYMENT: E 0 �0 TAM KO BUILDING TAMK0 No. 30 UNDERLAYMENT SHALL BE APPDED ANDE2n9 1st Choice R UCTS # 0 U AT D ORGANIC F ATTACHED IN ACCORDANCE WITH R905.1.1 m �� Choice 2nd ro N 1 III,,�� R 8 j Overhead Garage Doors: = c H— s Go = a . ® Go w s 6 N c ao .`L� Q;Im 1st Choice +30.0/-30.0 CLOPAY 53W5 16 x 7 2"x6" P.T. WOOD JAMB WITH (5) 1/2" DIA. x 8" "J" BOLTS FL16546.1 53W5 FL15279.36 2nd Choice +30.0/-32.0 CLOPAY B x 7 .3 N Swing Doors: t i DAM HOMES rg 1st Choice +67.0 67.0 /- THERMATRU-CORP. GLAZED 2x BUCK ATTACHMENT TO 8E ATTACHED WITH 3/16" X 3^ FL20461.1 a.nuLn !G FLORIDA CONTRACTORS LICENSE NO. CPC1330146 FIBERGLASS DOOR jNSWING TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL THERMA TRU-CORP. FLUSH FL20461.19 2nd Choice +67.0/-67.0 OUTSWING FROM 1. BE ATTACHED WITH 3/16 X 3 WOOD SCREWS MIN. FR m 3000 GULFBREEZE PARKWAY TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. THEREAFTER. (TYPICAL ALL 4 SIDES) n GULFBREEZE,FLORIDA 32563 Siding: DIVISION LOCATION: INSTALLAITON FASTERNERS ARE GALVANIZED STEEL ROOFING PORT ST. LUCI E +0/ -146.3 The Tapco Group 7" Staggered , FL20403.17 2 1st Choice NAILS ih" LONG WITH 1/8" DIA. SHANKS & 3/8" DIA. HEADS Shakes AT 10" O.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL n_., ^`-- ice N.A. N.A. SHALL BE BEYOND WALL DRESSING N.A. Job Information: _ a MI WINDOWS 3540 SERIES ISEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON FL 17676.1 R9 ce +40/-50 Single Hun (fin) ANCHOR WITH MIN. 11A"EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE HLLED W/ #a SCREWS <`+ 3540 SERIES +40/-50 MI WINDOWS Single Hung (flange) FOR INSTAOF LENT OD BUCK. LATION THROUGH LTH. TO ID2x BUCK USE 8 WOOD SCRE 5/8' MIN. EMBED. INTO EW OF FL 17676.8 R9 w +50.0 -50.0 / MI WINDOWS 3540 SERIES SUFFIENT LENGTH TO ACHIEVE 1%- INCH MINIMUM EMBEDMENT FL18644.3 R3 Picture window IN WOOD SUBSTRATE. I�q N O Mullions: a 0 I M-1926 Vertical IFOR ATTACHING MI WINDOWS MULLION SECT5796 CUP INTO CONCRETE FL 18504.1 1st Choice MI WINDOWS Mullion 3/1W TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 114 FL 15804.2 M-1926 Horizontal MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM OJ EDGE DISTANCE g W M Fixed Glass: m 2. 0 > Z a 3 0 N d 1st Choice +50.0/.50.0 US BLOCK B25 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN. 11A" EMBED. TO ALL FACTORY DESIGNATIONS SHOULD FL18644.3 R-3 2nd Choice WITH ALL HOLES NOT DESIGNATED FOR TAPCON BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. t O J W JYS 3rd Choice Soffit:N VI Model Name / Number: e1820 1st Choice +55.0/-35.0 KAYCAN LTD 8" BEADED ISOU VINYL I D 1/2" NAILS 10" O.C. IN 1SOFFIT RECTION OF SOFFIT LENGTH FL16503.4 R-3 Hurricane Panels:a VI Plan Issue Date: 24° Ga. 1st Choice 46 PSF EXT/ HURRICANE STORM PANEL MFG. INC. Galvanizes DIRECT MOUNT. TOP 1/4"-20 MALE PANELMATE W/ WINGNUTS AT 12Y2" O.C. BOTTOM 1/4"-20 SIDEWALK PL16293.1 a Friday, November 20, 2020 KA PROJECT NUMBER: 46 PSF INT. Steel Storm Panels BOLT W/ POWERS CALK -IN v I have reviewed the above components of cladding and have approved their 20-8521 use in the structure. (Architect or Engineer of record) , Sheet: Of: Name: Carl A. Brown Certification Number: FI. # 56126 o Name: TODD M. BORN Certification Number: FI. # 82126-5 MATERIAL Name: Luis Pablo Torres Certification Number: FI. # 87864 0 0 REFERENCE INFO (PSL) MECHANICALLY FASTEN AS /� FOLD UP WEATHER NECESSARY IN CORNERS THROUGH '- & WEATHER RESISTIVE FLASHING REQUIREMENTS THESE DETAILS ARE GENERIC AND MEANT TO SHOW ., /r RESISTIVE BARRIER SELF -ADHERED FLASHING ` TEMPORARILY SECURE BARRIER GENERAL FLASHING AND WATERPROOFING METHODS `WEATHER DOOR ROUGH OPENING TO BE USED. R703.1 General. Exterior walk shall provide the building with a weather -resistant exterior wall envelope. The exterior p i RESISITIVE WINDOW UNIT wall envelope shall Include flashing as described In Section R703.4. A water- resistive barrier Is described as a BARRIER WOOD FRAME CONSTR. material behind an exterior wall covering that is intended to resist liquid Water that has penetrated behind the exterior TAPE '� EXTERIOR SELF -ADHERED FLASHING 314".1"BEAD OF CONSTR. SLOPE covering from further intruding Into the exterior wall assembly. An exterior wall covering is described as a material or SHEATHING BY LAPPING DOWN ADHESIVE 70 BE APPLIED UNDER 0.3 in : 12.0 in SELF -ADHERED FLASHING assembly of materials applied on the exterior side of exterior walls for the purpose of providing aweather-resistive " OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN (0.6 Cfil : 30.5 cm) battler, insulation, or for aesthetics, including but not limited t0, veneers, siding, exterior Insulation and finish systems, WALL BY 6IN. UP JAMB 6", USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING PRODUCTS DETAILS architectural trim and embellishments such as cornices, sofas, and fascias. R703.2 Water resistive barrier. One layer No. 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 is barrier for Type 1 felt er other approved water -resistive battler shall f>a applied over studs or sheathing of all exterior walk. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2Inches BARRIER SEAL TOPS OF JOISTS ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 (51 mm). Where joints occur, felt shall be lapped not less than 6 Inches (152 mm). The felt or other approved material UNDER DECKING shall be continuous to the top of walk and terminated at penetrations and building appendages in a manner to meet the (SEE DETAIL WP07) I ( SUBFLOOR requirements of the exterior wall envelope as described in Section R703.1. 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-IN INSTRUXTIONS: Detail Instructions sheathing, shall include awater-reektive vapor -permeable barrier with a performance at least equivalent to two layers of 1. Cut, fold up & temporarily secure weather RIM JOIST Refer t0 the number marked as ® in each detail that corresponds to the Grade D paper. The individual layers shall be Installed independently such that each layer provides a Separate continuous plane and any flashing (Installed In accordance with Section R703.4) intended to drain to the resistive barrier above header to allow for flashing installation water-reslstive 2. Self -adhered flashing plus head flashing under weather BUILDING numbered items in the list of instructions below: banter Is directed between the layers. resistive barrier 3. Fold weather resistive barrier back over head flashing and t seal with tape 2 2 PAPER A V 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•reelstive barrier that Is applied over wood -based sheathing has a water resistance equal to or greater then that of 60-minute Grade D paper and Is separated from the stucco by an Intervening, substandelly 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: Nrs SELF -ADHERED FLASHING FLANGED WINDOW WP01 SELF -ADHERED FLASHING WP02 SELF -ADHERED FLASHING FWP03 scoring cuts water Into the wall cavity or y penetration of water to the building structural framing components. Self -adhered membranes used as fleshing shall comply with AAMA 711. All exterior fenestration productsshall besealed atthe juncture with the FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH 5. Remove all release paper per standard installation instructions and building wall with a sealant complying with AAMA 800 or ASTM 0920 Class 25 Grade NS or greater for proper joint adhere to substrate using a square piece of flashing material (6" x 6" expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. EXTERIOR SHEATHING RUBBERIZED ASPHALT MlnimUm) Fluld-applied membranes used as flashing In exterior walls shall comply with AAMA 714. The flashing shall extend to the RUBBERIZED ADHESIVE surface of the exterior wall finish. Approved corrosion resistant flashings shell be installed at the following locations: EXTERIOR SHEATHING 3W-1"BEAD OF CONSTR. INSTALL SELF -ADHERED ASPHALT 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 7. Angle of corner may vary, g y y, adjust folding of the flashing accordingly to fit i. Exterior window and door o wat Flashing at exterior window and door o openings. g openings shall extend to the surface of the UPJAMB 6'. USE LIQUID NAIL BRAND FLANGED WINDOW tight to comer exterior wall finish or to the water -resistive barrier complying with Section 703.21or subsequent drainage. 03. g' REFER TO TECHNICAL OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) Mechanically attached fiexl We flashings shall comply with AAMA 712. Flashing at exterior window and door openings LETTER ON CHEMICAL SCORED 8. Mechanically fasten as necessary shall be Installed in accordance with one or more of the following: COMPATIBILITY RELEASE PAPER 1.1 The fenestration manufacturer's Installation and flashing instructions, or for applications not addressed in the SELF ADHERED SELF -ADHERED FLASHING, �`. • (BEFORE $CORE fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where FLASHING EXTEND A MINIMUM 6" PAPER O POS RELEASE PAPa9 TO EXPOSE ADHESIVEAS SHOWN) fleshing Instructions or details are not provided, pan fleshing shall be Installed at the sill of exterior window and VERTICALLY FROM BOTTOM OF door openings. Pan flashing shall be sealed or sloped Pen rigs- g In such a manner as t0 direct water to the surface of the THRESHOLD exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall z s MECHANICALLY FASTEN AS Incorporate flashing or protection at the head and sides. SECTION -A (SEE DETAIL WP02) NECESSARY IN CORNERS THROUGH SELF -ADHERED FLASHING 1.2. In accordance with the flashing design or method of a registered design professional. 1.3. In accordance with either approved methods. SELF -ADHERED FLASHING tJ _-_A /..� ��\i 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. `//2j 2 SELF -ADHERED FLASHING 5 2. At the intersection of chimeys or other masonry construction with frame Or stucco walls, with projecting lips on both sides under stucco copings. NAILING FLANGE 1 DO NOT FLASH OVER - OO SEAL TOPS OF JOISTS UNDER DECKING O 4 6 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. BOTTOM NAILING 8 FLANGE (SEE DETAIL WP07) 2 o 7<:>1 S. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. S. At wall and roof Intersections. SELF -ADHERED FLASHING HALF ROUND WINDOW /� W PO4 SELF -ADHERED FLASHING IWPO5SELF-ADHERED EXTERIOR DOOR WITH DECK FLASHING WP0(� V 7. At bulk -In gutters. SELF -ADHERED FLASHING DECK PROTECTOR SHEATHING 1 _ 7/8"Cement Plaster 7/8" Cement Plaster -- t in accordance with In accordance with SELF -ADHERED ASTMC926 ASTMC926 FLASHING PATCH Felt backed metal Felt backed metal lathe in accordance lathe in accordance \ SELF -ADHERED FLASHING with ASTMC1063 with ASTMC1063 DECK PROTECTOR Building Paper Building Paper 7/16" O.S.B. 7/16" O.S.B. �,� sheathing sheathing DOUBLE SINGLE JOIST Metal - Keept Keep op edge r .. JOIST SELF -ADHERED FLASHING - ' ' Flashing Of p screed SELF -ADHERED FLASHING 1 .: 2" below top of 2 block 3" MIN Unperforated 4 Flange 7/8" Vulcum Weep Screed cauk bottom O 5 joint only Maintain Bottom of Metal Flashing SELF -ADHERED FLASHING \H0.8362x;DECK JOIST WP07 SELF -ADHERED FLASHING OUTSIDE CORNER W P 08 APPLYA LIQUID FLASHING TO THE MASONRY OPENING (HEAD, JAMB SILL) IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE W P09 Weep Screed 1 1/2" to 2" 3-1/2" Unperforated Flange 7/8" Weep Screed INSTALLATION OF THE BUCK/RECEPTOR. Above Roof Sheathing ous 1 ec Cative Finish Decorative Finish o • • o, All inside and outside ll EXTERIOR WINDOW UNIT ° needtto be miter CEMT. FIN. Cement Plaster cut and caulked all BUILDING PAPER in accordance butt joints need 10 .••,o• SLOPE SLOPE with ASTMC926 •o,••, becaulked using 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 Vulcum caulk for all (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING WIRE LATH SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH 1/2" Cement IV V SELF -ADHERED FLASHING Plaster Finish WIRE LATH x Block 21/2" Perforated =ro, Weep BUILDING PAPER BUILDING PAPER Cement ' •o ScreedFlange Plaster over block EXTERIOR' istfloor WINDOW UNIT CEMT. FIN. Install bottom Slab edge of weep screed 1" below finish floor OPTIONAL DETAIL 3 3 Note: -- O The building paper and metal lath must be installed over the top of WEEP SCREED DETAIL SELF -ADHERED FLASHING CEMT. FINISH WINDOW HEAD W P 1 0 SELF -ADHERED FLASHING CEMT. FINISH WINDOW WP SELF -ADHERED FLASHING W P 1 2 SCALE: NOT TO SCALE SILL CEMT. FINISH PARAPET WALL the weep screed. ti '•,•'�• �S El At U O {R OF lk •�.• LO? AROFo'astON 5t•� 0,1 in inLo 00 00 n§ R LL "a r Sr�mg D� a -Uf6 QA�LLe" ayw Zc as a' §W�o3� Z 0 0 2� Fi a d Z o rn in v J r '� ❑ ❑ ❑ //\//•��',WV`W,F➢SENG.COM V/ Z m - 0 0 Z ry d Z Q N O to W Q) w Ow i c V) ~ E �; e-.�,,�ry« ,- � pip � � G�I'�•.'-' min ..i A T1AMQ Hr%RAW= FLORIDA CONTRACTORS LICENSE NO. CRCi33Oi46 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: I1711000 .J� O z Wo / m M j � ai Z .. 0J111ZD v o J Im (n (n IL Model Name / Number: 1820 Plan Issue Date: Friday, November 20, 2020 KA PROJECT NUMBER: 20-8521 Sheet: W� Of: WATER PROOF DETAILS 42X42 A/C SLAB BY BLDR MIN 2' FROM WALL 5" bath duct to roof cap w/ standard 70 cfm bath fan VERIFY LOCATION W/ BUILDER 25 SH I ! ; PRECAS-80TTOM ® W-8" EGRESS t�.r� LONpc �#iy VAULTED CEILING „I 2 VAULT CEILING x' - m 120 148 lwcd, 2x12 r / 8" I /\N2 DBL 25 SH f rp " CHANGE TO 25 SH — _ W/ F/P OPTION /SSH—= 10 M FIREPLACEOFnON 16x16 rag 8x4 ,. 25 3 IN iE 14x14 raa YTR L2[6 WALL I I ` 1C "---BEDROOM # I CVAULTED 10x6 1wcd ; 80 6 I / 5OY68 I I iR/1.SH 24xl8 fbra D�jyj,�� BOOM VAULTED CEILING 12x6 1wcd 160 W I zl I I J I I 9" I I I I I 7" I I 12xl rag i 12x6 lwcd 115 D N/ BEDROOM #4 I VAULTED CEILNG bran ixvFRTFO , N SEE ELEVATION FOR WINDOW SIZE & STYLE t 3.0 TON W/5KW 0240V 1 PH 18x13 plen scale :1 /4"=1 '0" platform by bldr U S 25 SH liIIi Ill milli ......I EGRESS > O L! \ OWNER' BE,DB_QQMN VAULTED .ILINC'' Q o �- 14x8 1wcd U U 220Iff o a.6x16 rag O It 5" bath duct 206Q .. a 2.668 M:o. Tfi' ' to roof cap T w/ standard 70 7 ' - - - 8x1wd: R° cfm bath fan we 1- 3� FAMILY ROOM 10' CEILING 14x8 1wcd 130 JADE PLATFORM HVAC UNIT FY SIZE WITH 7" 2xl2 rag FOYER x 0 10' CEiLI"JG l --- N ENTRY Cam10' CEILING 13' & ■ S E - B•D" NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS Transfer ducts/grills sized in compliance with Florida Residential Building Code-M1602.4 balanced return air. EXCEPTIONS 1-3 14" fo ,10x6 lwcd,- m 4-060 �� .... z IOWNER 5 BATH J VAULTED CLG.litt O , , n ' O - . `♦ ..-.. _..... .4 _ I. .. ... _______ �Q 1 DLbY i RAN DEL. - HOC \ SINK " 8 z; ! r' �I I YAULiED CLG. > _ x 10 �: y we 4' ��-*�,� m y ...,r — " 1 0 ! I 1 4I \I 1 N 11I ._._—J E NOOK a t 3 J -":F IF VAULTED CLG. �I N.r_= �i 10-CLG. '• l I ' � \;8 4 1jvc \; 45 W" STEP RYER VENT I THRU ROOF MAX LGT 25'-0' ; PULL DN. STAIRS --- 22VV x 54' ------------ m — FRAME WALLS wJ R-11 INSULATION S' CEILING 4" dryer duct to roof cap w/dryer vent box LINE. OF GARAGE DOOR G.T."B• ONLY; I I 17C r S3 I I I � I I I I Si 3-2 ' I C)� I 16 x 7 OVERHEAD DOOR FLOOR PLAN SCALE: 1/4" =1'D' AREA CALCULATIONS 1st FLOOR 1820 S.F. TOTAL LIVING (AC) 1820 S.F. GARAGE COVERED ENTRY (BASE) CXWERED PATIO/LANAI 396 S.F. 55 S.F. 137 S.F. TOTALAREA UNDER ROOF 2409 S.F. 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.