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HomeMy WebLinkAboutBuilding PlansTERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA INDEX OF DRAWINGS R318.1 CAST IN PLACE CONCRETE CODE CRITERIA _ TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, SHT NO: TITLE BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD OR OTHER APPROVED METHODS OF TERMITE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS) A SLUMP OF 5" PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. 2. H06KS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL FLORIDA FIRE PREVENTION CODE 6TH EDITION (2017) CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. FLORIDA BUILDING CODE ACCESSIBILITY 6TH EDITION (2017) CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 1 1/2" TO FORM U.N.O. NFPA 70-14, NATIONAL ELECTRICAL CODES (NEC 2014) & 6TH FBCR Ch. 34.43 TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-3064A/ A1064M. WINE SHALL BE LAPPED AT LEAST 8" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE • (ACI 318-14) AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LEIS OF FIBER PER CUBIC YARD. SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301.10) NOTES: 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 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 STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH MUSE A DIFFERENT EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE Gth. 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 WOOD FRAMED CONSTRUCTION MANUAL 2015 EDITION APA PLYWOOD DESIGN SPECIFICATION 2012 EDITION AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE/SEI 7-10 ALUMINUM DESIGN MANUAL - 2015 EDITION 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: EXTERIOR COVERING MASONRY WALL CONST. (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (B) LOCAL STATE AND FEDERAL BODIES R703,71. INSTAL EXTERIOR PLASTER. MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C 926 AND ASTM C 1083 AND THE INSTALLATION OF PROVISIONS OF THIS CODE. CODE. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N. TYPE 2, CONFORMING TO ASTM C9D-014, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 1900 PSI (fm = 1500 PSI ) 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C27O12A. 3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS DEFLECTION CRITERIA EXTERIOR WALL LATH ATTACHEMENT LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS EXPANDED METAL OR 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 1OFT, WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MSOS 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 LL/480 TL/240 TL/12O TL/240 TL/240 TL/240 GrMMMENTS: WOVEN WIRE LATH SHALL BE ATTACHED TO WOOD SHEATHING WITH 1,1/2" LONG, 11 GAGE NAILS HAVING A 7/16" HEAD OR 7/8" LONG 16 GAGE STAPLES SPACED NOT MORE THAN 6 INCHES ON CENTER VERTICALLY AND HORIZONTALLY (REF. 2017 FRC R703.7.11. R703.7.2 PLASTER. PLASTERING W/ PORTLAND CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHEN APPLIED OVER METAL LATH OR WIRE LATH AND SHALL BE NOT LESS THAN TWO COATS WHEN APPLIED OVER MASONRY, CONCRETE. R703.7.3 WATER -RESISTIVE BARRIERS. GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. 8. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 9• TYPICAL FILLED CELLI REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. 10. 00 NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR 17) DAYS. PER CODE ACI 318-14. 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. *TL MAX 2" UP TO 40FT SPAN ** TL MAX 3/4" *** TL MAX 1/2" GENERAL ROOF LOADING WOOD CONSTRUCTION WATER -RESISTIVE BARRIERS SHALL BE INSTALLED WHERE CEMENT PLASTER (STUCCO) IS TO BE APPLIED OVER WOOD -BASED SHEATHING SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER. THE INDIVIDUAL SHINGLE METAL TILE HEAVY LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER 15 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 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS., (LE BLACKING 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 L WOOD STRUCTURAL AL U TURAL FRAMING MEMBERS SHALL 6E 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 ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) TOP CHORD LL TOP CHORD DL 20 7 20 7 20 15 20 25 gpTTOM CHORD LL* 0 0 0 0 SYNTHETIC HOUSE WRAP. 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO I" DIA. SHALL HAVE STUD PROTECTION BOTTOM CHORD DL 10 10 10 10 R703.4 FLASHING. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. FLASHING SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. • EXTERIOR WINDOW/DOOR OPENINGS. • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTIONS WITH FRAME WALLS. 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. S. 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. TOTAL (PSF) 37 37 45 55 BOTTOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE ATTICS W/ HEAVY STORAGE * ATTICS W / NO STORAGE 20 50 30 UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. (NON -CONCURRENT) • CONTINUOUSLY A13OVE ALL PROJECTING WOOD TRIM. • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION.. 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.OE Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP 1.7E Fb=2400 PSI MIN, 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN gppROVAL FROM FOR OR INDICATED ON PLAN • AT AT OND ROOF N INTERSECTIONS BUILT-IN GUTTERS. FROOF DECK: LPLYWOOD FLOOR SHEATHING: T&G AC GROUP I PA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. GENERAL FLOOR LOADING WALL SHEATHING: 7/16" STRUCTURAL 1 OSB EXPOSURE 1 OR 15/32" RATED OSB EXPOSURE 1 A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. TOP CHORD LL TOP CHORD DL 40 (PSF) 10 (PSF) COMMMENTS: WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 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 AREA10 O O (-) 29.9 (-) 37.0 (+) 28.5 - (+) 26.5 20 (-) 28.8 (-) 34.4 s O 50 (+) 24.8 (+) 24.8 O ® (-) 27.1 O 31.1 o.� (+) 23.4 (+) 23.4 100 25.7 1(-)(-) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 16'-0' x 7'-0" 1-) 51.3 (+) 24.3 (+) 23.3 (-) 27.5 (-) 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY W/IN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USELOAD ASSOCIATED C ATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED E IGNATED 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 FEB19 2020 3 FOUNDATION PLAN 4 ELECTRICAL PLAN U ST. lucie'county,Permitting 5 ELEVATIONS C 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS S-4 DETAILS S-5 PRODUCT INFO SHEET s WP WATERPROOFING DETAILS M-1 HVAC 1 Ifl P� E Es �,e o `t\�o� N r No 87 64 G a ► r � cc STATI OF /d/ z --, o%% s 0-rij: N A` i` O � I c Effi. I t0 a a a N Io c m � � h. $ iQi N aG fill V � o .aiJp iJp i JA aP �ZI�N�O LLLLLL PRE ENGINEERED WOOD TRUSSES BOTTOM CHORD Li 0(PSF) SEE FLOOR PLAN FOR ACTUAL PRESSURES LU aN s BOTTOM CHORD DL 5 (PSF) ¢ 38 W ;rgvLL.fi W y. 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER 'c " LLI a C"\" o. a STRUCTURAL PLAN ov 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS SPECIAL FLOOR LOADING v12 , Z g"° -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. 8"� m (� N m m 0 O O 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO GAME ROOM 60 pSF) COMMMENTR: Y m$ X Z 4 m m m m WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. BALCONIES/ DECKS 40 (PSF) 8 LLI a 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. BALCONIES OVER 100 SQ:FT 100 (PSF) ai e 6 < p 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY 0 LIGHT STORAGE 125 (PSF) g $ ~ THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. a 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. LIBRARIES y r- wvrNMSMG.COM ❑ ❑ ❑ 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. READING ROOMS 60(PSF) m ,� SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, STACK ROOMS 150 (PSF) m o AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED GUARD RAIL 0 HAND RAILS (d) 200 (PSF) Z m g 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) Q '- SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 (PSF) STAIRS 40 (PSF) 3 a UPLIFT CONNECTORS FOOT NOTES Z a 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 ° Ln t9 g TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFF F-0RCES. THE MEMTHE TOP. BERS OF THESE WALLS WOULD I. BALUSTRADE AND PANELS FILLERS SHALL BE 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. ; o E MORE INFO. E FIELD REPAIR NOTES E O w o GENERAL NOTES: BUILDER NOTICE: Y "' c m V, t F- �ftJ C4 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. It Is the Intent of Designer/Englneer listed In the tltleblock of these 0 C) 0` N o ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7 EMBEDMENT. SEE 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. documents that these documents be accurate, providing Licensed 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 4. DO NOT SCALE PLANS. t N* 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG #5 BAR INTO DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error. The Builder and all subcontractors are required t0 0 o THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE) MIXED PER THE MFGR'S 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE o ac o yy review all the information contained in these documents, prior to - o INSTRUCTIONS: ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 6TH EDITION (2017) RESIDENTIAL. the commencement of any work. The Designer/Engineer are not tlD �I PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY 4^, , . theresponsiblecommencement for any plan errors, . The ons,or misinterpretations DURING BOND BEAM POUR. CONTROL OF CONSTRUCTION SITE: undetected and not reported s, the Designer /Engineer prior to 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONIC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. DAMS HOMES d i construction MUST b All construe n accordance to the a TO FOOTING). KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE construction. 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4) W'x 21A" TITENS TO CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, 1OBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE information found in these documents. Any questions regarding the le MASONRY AND (7yi0d NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LES (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE Information found in these plans should be directed to our Quality FLORIDA CONTRACTORS LICENSE NO. CRC133Oi46 MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 11/2' SDS SCREWS AND (5)1/4" x 2 1.14".TITENS ONE EACH SIDE OF TRUSS. TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM,.TRESPASS, OR ANYOTHER Assurance Manager at 321.972.0491 immediately. No backcharges F PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED TO, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER will be considered for reimbursement by the Designer/Engineer v 3000 GUL BREEZE PARKWAY NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON. without advanced notification and approval by the =" GULFBREEZE, FLORIDA 32563 MISSED, CONTACT THE FOR FOR SUBSTITUTION. Designer/Englneer. Payments will be made In accordance to the 7a terms of the agreement. DIVISION LOCATION: 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) PORT ST. LUC I E 16d x 2-1/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND. MIN 3" EDGE DISTANCE.. CONTACT ♦ Job Information: FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. MASTER REVISIONS �- DATE DESCRIPTION o an j- c N LO Of Northwest Florida W AMS HOMES Y U m m J N QJLuZ:) cr a J om U) U) LO mVI Model Name / Number: 000 GULFBREEZ/7E PARKWAY GULFBREEZE, E, FLOR A 32563 _ 1780 002 - O t� 1 S- N VIEWED FOR o VI Pian Issue Date: CODE COMPLIANCI Monday, January 6, 2020 ST. LUCIE COUNT'1( S ® KA PROJECT NUMBER: MODEL 1780 BOCC Y 19-8494 T 9 Sheet: I� Of: m N 1 Govt, ` COVE13 SHEET LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL I +HTIN RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 1780 x3 5340 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 1 200 GEN LIGHT'G & RECEPT. + APP. CIR. = 33,887 SUBTRACT 100 % OF FIRST 10,000-10,000 A= 23,887 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 Ca 100% = 10,00o + 40% OF "A" _ (.40 x 23,887) = 9,554 + 100% OF "B" = (20,000) = 20,000 TOTAL WATTAGE = 36,554 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 152 ASSUMED EDGE OF WALL 4 2x6 WALL (FLOOR TO CEILING) USE 2 RED HEADS TO ANCHOR WALL FM24.1 ALTERNATIVE PROTECTION BARRIER N.T.S. � D 4 O D WIP Y I INSTALL FAN GFI \ Q BOX PREWIRE 4 \ "------------ 1 `--------------- ruK u/w - _J- ---7 - --- iFl �� FI OF IS iRIO �I\ I / FOR Q HOOD , 1 1 1 1 1 I I � I "H' `H' i i i i i i i i INSTAII L FAN - ^6J,BOX,PREWIRE 1 / I I I , I I I I �INSTALL FAN �BOX PREWIRE` I CM ® I I I--------- -- I ------------- vF ;*GF1 S " "—' \� I \\ I � ` I \INSTALL FAN I BOX PREWIRE jij-wP '� GFI 220 O i I P PBIP GFl AT 42"AFF 220 WH• � � �\ IC ELECTRIC a �Fa\R"BY CODE Z y\ y1} a v w w I GFI AT GFI --¢ 42 nl FOR GARAGE FOR GARAGE DOOR OPENER DOOR OPENER ------------------------------------------------ 1 i DOOR \ BELLWP GFI HOSE / BIHB 1 1 - - 7E— _ COACH LIGHT COACH LIGHT — _ COACH LIGHT ELECTRICAL PLAN SCALE: 1/4" =1' O" ELEVATION "A" ELECTRICAL NOTES. UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM 14NISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" ARE (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36' AFF EXTERIOR WATERPROOF 12" AFF GARAGE. GENERAL PURPOSE 42"AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND 6th EDITION FBCR, ELECTRICAL CHAPTER 34 THRU 43, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCIs (ARC FAULT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT IN ALL DWELLING UNIT PER 6th EDITION FBGR E3902.16 ALL 15 AND 20 AMP BRANCH CIRCUITS ARE REQUIRED TO BE ARC FAULT PROTECTED. 7. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED INALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70.14. SUCH DEVISES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. S. COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE PERMITTED IF EACH MEETS THE APPLICABLE ILL 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 ILL 2017 THAT HAS A MINIMUM SOUND PRESSURE RATING OF 85 dBA AT 10 FEET, AND EITHER HARDWIRED OR OF THE PLUG-IN TYPE. THE EXIT ALARM SHALLPRODUCE A CONTINUOUS AUDIBLE WARNING WHEN THE DOOR OR WINDOW ARE OPENED. 13. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND U11LITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN W IF THE OUTSIDE EDGE OF SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLESTS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THE 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. PER 6th EDITION FBC-R E3902.6 14. IN ALL AREAS SPECIFIED IN N.E.C. 21.0.52 AND IN 6th EDITION FBCR E3901, ALL 125 VOLT, 15 AND 20 AMPERE RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. PER 6th EDITION FBCR E4002JA 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/ 12 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH FLOOD LIGHT $4 FOUR-WAY SWITCH $DM DIMMER SWITCH FLUORESCENT LIGHTING �} CEILING MOUNTED FIXTURE TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE 110 VOLT DUPLEX OUTLET o CEILING FAN 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT y ' DOOR BELL CHIMES * WP WATER PROOF W/ GROUND FAULT L) 220 VOLT OUTLET %— DOOR BELL ® SPECIAL SERVICES OUTLET pp P DISPOSAL aT.V. CABLE OUTLET L= DISCONNECT SWITCH -44 TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING J JUNCTION BOX ❑ WATER PROOF RECESSED LIGHTING T� THERMOSTAT BATH FAN ® LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT 1 C INTERCOM SYSTEM ® L.E.D. DISC LIGHT ® GARAGE DOOR PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED SAME AS UNDERGROUND WITH ELECTRICALCONTRACTOR 200 AMP SERVICE 200 = 2/0 COPPER OR 4/0 ALUMN. IN T CONDUIT METER MAIN DISCONNECT 200 AMPT A/C DISCONNECT UNDERGROUND SERVICE BY POWER COMPANY PER TO LIGHTS AND OUTLETS TYP ELECTRICALPER TO APPLIANCES AND GFI PANELER TO WATER HEATER R TO RANGE INTERSYSTEM C BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD W/ MIN. & DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. 51 C4 N Z c m m c O $ � cI tO00 00 z lid re J# Z ` W lL LL i LL m LI ams LL'8 O. y. g`� ® w ��' W z Uj a a o� Z � a m W � d a s D 6 o y h a NNJN:FDSENG.GOM ❑ ❑ ❑ y Z N n M o n Z m 5 Z = a a a 9 JI U n, W F W � m E 0 w w`ILAc m ui Ey,, O N • c LOU s = I &DAMS HOMES �o FLORIDA CONTRACTORS LICENSE NO. CRCIS301461 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: I PORT ST. LUCIE VI Job Information: c a o N y O 9 : g Z q 0 a ct O aT Ln W N tj d r M a > v aI 3 m z • ' J N Q_3LUZ) LCOT o gVI Model Name / Number: 1780 VI Plan Issue Date: Monday, January 6, 2020 FVI KA PROJECT NUMBER: Y 19-8494 ti Sheet: Of: n u`n o ELECTRICAL PLAN T.0 M AN c= 4 ro O 00 FIN. FLR 12 6� LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 48" OFT RIDGE VENT a 12- 16 HD. HGT. 25 SH 25 SH 48" OFF RIDGE VENT 48" OFF RIDGE VENT 25 SH -- ---- ---- - T.O.M_ HD. HGT FIN_FLR. _ _ _ _ LH 3'-4" X LITE TEXTURED DECORATIVE TEMP. FIXED CEMENTITIOUS COATING GLS. WINDOW CNTR. ON TUB o FIN. FLR. — Go an 2808 FREN(,H DR. REAR ELEVATION "A" SCALE: 1/4" =1'-0" LITE TEXTURED DECORA TIVE CEMENTITIOUS COATING 48" OFF RIDGE VENT _ HD. HGT. OP Eo 25 SH T.O.M. - - HD. HGT. ifl FIN_FLR. �35L/2 SH 35 SH LITE TEXTURED DECORATIVE —/ CEMENTITIOUS COATING T.O.N _FIN. 25 SH 35/2 SH LEFT ELEVATION "A" SCALE: 1/4" =1'-0" VENTILATION CALCULATION Formula = SF / 300 / 2 * 744 =net sq inches of venting needed equally for Intake and exhaust Soffitproductprovides 4.12 net sin/sf Ridge vent provides 18.00 nets In If Off rid a vent provides 138.00 net sq in / sf Overhang distance 1.33 ft S.F. of Area to be vented ISM - 2587 s.f. Total needed for exhaust for u er 1/3 needed forIIntake soffit area, lower) Number of Off Ridge vents foru eri/3 needed MnetsTotal L.F.of Ridge Vent needed (canoe used in combo with ORV) Lineal Feet of Soffit needed tomeetquired Lineal Feet of Soffit providedbv clan T.O.M -------------------� -- FIN_FLR. RIGHT ELEVATION "A" SCALE: 1/4" =1'-O" 35/-' SH 12' SQ- COcUMN 16'x7' GARAGE DOOR FRONT ELEVATION "A" SCALE: 1/4" =17 8'x7' GARAGE DOOR T TRIM m cry E 3 N N v x u « p_oj�liTOh�2a`df V No it cN "@ Z. '9 •. OF T 131C);,a o m 2 8 k S v a g T N y C m y A wgm 1 N µ 00 aC m 10 rlC LL z O�NN LL LL Ea'0 � M6�Y�0 a w LLI tj a �z 66y U) EatGo LLZ uygQm a"=g� LU oo ¢0E5 W .rDSENG.COM ❑ ❑ ❑ O N N � Z M o W Z c Q c t J O [y 3 n c a — s Z o. Qom+ \VV/ � O E E U — 0 = UOD N a�am amI m d DAMS HOMES a N C FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 a DIVISION LOCATION: F PORT ST. LUCIE TI Job Information: r m a o N r�/ LL M m O 0 LL Y Z c o o Ln 4) G7 ol m 3 N m 1-NeUm .jm(nW y N Tj� Model Name/ Number: 1780 T I Plan Issue Date: a Monday, January 6, 2020 m KA PROJECT NUMBER: Y 19-8494 n m Sheet: �A Of: N erT 0 ELEVATIONS - A U SEE DEf. TB031 G.C. TO PR( BLOCKING' W/ APA REI FOR SPAN f 7/16" OSS SEE "HIP/F BLOCKING" 20'-0" MAX 20'-0" MAX W Q iTff a CONTINUOUS BOTTOM CHORD BRACING 2 X 4 MIN. SEE DETAIL TBO4-% - "- "X" BRACE SEE o IVIDE DETAIL TBOS 'a '0 COMPLY _ :OMENDATIONS _ c, ATING OF IDGE DETAIL 4 4 a z w 4 - - m a V O ti � a EQ. ** 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 ECTIONS EQ. TOP & BOTTOM CHORD GABLE END BRACING .@ � 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TBO5 REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTs 4 Fr. O I 4 Ff. / ------------------------------------------------- 5AA' , FF, 4 Ff. 2 O O 5F'. 4Fr. ------------------------------------ O2 I I 2 2 1 A 4 Ff. --- ------------ -- -4FT. ' 4 Ff. O O ROOF NAILING ZONE DIAGRAM NAILAT BASE 2 ROWS@4'0.C. W18d COMMON NAIL ROOF NAILING SCHEDULE: O NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL © NAIL OPENING PERIMETER @3"D.C.WISdCOMMON NAIL A� NAILING ZONES (SHINGLE AND TILE) O NAIL INT. AT 3" O.C. W/ 8d COMMON NAIL ZONE 1: Sd RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 INFIELD ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 INFIELD O STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING W/8d COMMON NAIL SHANK NAILS) O PLYWOOD SPLICES @ HEADER- NAIL SHEATHING TO HEADER NOTE, GOES) W/ 8d COMMON NAILS @ 4" O.C. Sd NAILS @ 3" O.C. TO EACH TRUSS END OR @VERTICAL SPAN RATED 24116 OR ROOF SHEATHING`(APA RATED EXPOSURE 1) 1/2" PLYWOOD (FILE) MEMBER IF GABLE END M SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZOMALLV, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TI NOTE: SKI NAILS FOR WALL SHEATHING MUST BE MIN .131' X 2 1/2" DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE 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 JOINS TO ALLOW 16GAX 13/4" STAPLES & 2" O.C. ON. EDGE & 4" O.C. IN FIELD. FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8" 15/3T'OSB (2)- 2x TOP PLATE 15/32" OSB BEYOND EXPOSUREI EXPOSURE 1 SHEATHING SHEATHING _ _' _ - PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET. ® �LOOR SYSTE 1 IZ WALL SHEATHING 2x RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM I S E_ 1/2" II II II II II SOLID2x �o 1 I II II II BLOCKING @ ALL LU III III II II II SHEATHING m III III C III II 11 U I I I I II I I EDGES (SEE 4 m SECTION X-X) w III UI OPENING II 11 I I Il II II L II II III - - III II II III II II II I r - -,r I I II I III II I II II II ?:(STUDS �o BEYOND. III III I I 11 I I I II I II I II II II I II I II II I I SEE PLAN a w �? III I I 11 I III II II 11 I 2x4 P.T. BASE PLATE BEYOND HORIZONTAL SEE PLAN WALL ELEVATION DIAGRAM "S"=NAIL SPACING L (9 LL = aotR _ N AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2.SPF TURNED VERTICAL W17/1W FLITCH PLATE TO W/ (2) 12d TOENAILS EA, END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. ALTERNATING STAGGERED BLOCKING SF .TION 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. ROOF CRITERIA .16" OVERHANG 0 EAVES U.N.O. -121 OVERHANG @ GABLES U.N.O. -SQUARE CUT FASCIA -ROOF PITCH PER ELEVATION -SHINGLE LOADING CONNECIOfl BCNEOVLE TNUSACNAL TEMID BEARING M3.T VPLIR WN AEM.ES MOMEB 1)BOABASEBCn N NECFOR4 Gen CONNECFORUptkT DESIGN RATING FASTENERS NOTES CL-CS CIF-CSRCIV. CSV EJ EMjm lIN -409E"r lcs Ffl.6/PE MwSMFG SB10N tlx Y-1/1"e7,e7Pe7V CIA. C5A, EGA HSA L/R -660 Aor FOR HI%/PEAMm wt 3040E OF 11:1/E"POS. W4,W1,003 L/R `060 Mo,1a5 HETA16/HEAGO IB10N/1.CNtlx 1.U2"a.i.lh^DOl L/R 21. 0.1 NO FEFRUTN6/I2IHETAIE 2365p/2365p 0I 11/2"Cd 11/z^1/ /NJ L/M/R 1661. or I- HEM11 /NETA]6/HEMIE 1010R/ 181DX/ IS'.tl "M5. IIR"d x F ICE,Cdx L/M/N 4233 Na,- (E H.,/HR4/121HEFAIG. 2365p/IEGIF/ln6.P1x 1-1/1"M8 21/2`0d, IAO.,A. p1AA L/M/R 0812# rI- HM16/HIER/PER TRUSS MFG IMRS/IC4DN O,I In01%1.1/2" A15 L/M/R 30"Na, less .30811F.11- F)HICTA16/HETA36/PER TRU55 MFG ]910N(1196 PLF IO)1. 1"1 30)I'd II/, "All w32"O C, AT COME. BRG. TRUSS MANUFACNRER: P b, V/BFS DATE OF NYOUi DATE OF TRUSS CUT SHEER:_ 12/23/2019 L?LEFT, P RIGHT& M- MI MET BEARINGS BEARING LOCATORS ME REFERENCED TO }MUSS MANUFACTURERS MUSS DMW NGS AILCOAMETOR5 ARE 01MP5ON FROM. ROOF PLAN -A- SIMPSON - CONNECTOR SCHEDULE USP - CONNECTOR SCHEDULE MARK TYPE CONNECTOR B FASTENERS SP1E. SYP CONNECTOR& FASTENERS SPF SYP OFRAME TO HETAI 6 W(B)l 00 x 11/T 013 1810 HTA18wiV0)10dx11/2" OR 1585 1970 MASONRY HETA20 w/ (9)10d x 11/2" HTA20 W (10)10d x 112T O FRAME H2.5A W/(10)8d NAILS Sm 565 ITEM W (10)Bd MAILS 515 585 FRAME FRAME TO HIDAW(18)10dx 11/2' 1015 1040 RT18Aw/(17)IOdx 1112' 895 1020 © FRAME H10A-2Wl(18)10d X 11/TAT2 PLY TRUSSES M JOW RT78-2WAI6)10dX11/TAT2PLYTRUSSES 935 1D60 MTS12wl(14)10d X112(ATEXTERIOR 850 MTW12W(14)10d X i ill' IAT EXTERIOR 1W5 ti05 OFRAMETO FRAME LOCATIONINCLUDE(3)l2d TOENAILS) 990 LOCATION INCLUDE312d TOENAILS) MGTw/(22)iad NAILS AND 518" ATAW12" 3390 MUGTISW(28)10d NAILS AND S SPAT.R. W 3330 4485 OFRAMETO MASONRY EMBEDMENT w/ SIMPSON'SET' EPDXY 39B5 17 EMBJI w/SIMPSON %B 'EPDXY FRAME TO I4TS20W(24)10dx111T(ATEXTERIOR 1245 H1W2Dw/(24)10dx 1112"OATEXEERIOR 128s t530 O. FRAME LOCATION INCLUOE(3I72d TOENAILS 1310 LOCATION INCLUDE(3)12d TOENAILS FRAME TO (2) HES20W(48)1Gdx112"(ATEXTERNJR (2)HTW20W/(48)10d x 11R'(ATEXTERIOR 2570 9080 F1 FRAME LOCATION INCLUDE(6)12d TOENAILS 2490 2620 LOCATION INCLUDE(6)12d TOENAILS (EA) HGT-2W(16)1W NAILS AND (2) SM AT.R. HUGT2W(1611Gd NAILSAND(2)51rMR. © FRAMETO "d 12" EMBEDMENT w/SIMPSON"SEA' 1069D W12'EMBEDMENEW/SIMPSON SET' 7020 9790 MASONRY EPDXY (HGT-3 FOR 3-PLY) EPDXY HUGT3 FOR 3-PLY) FGTRW(19) 11CX7. SDS WOOD BCREWS. RFUS W/(12) WS3 WOOD SCREWS AND 7100 OFRAMSTO MASONRY AND (2) 1/7x G"TrrEN HD ANCHOR BOLTS BIBS 4725 (4)3/4'x6-WEDGEBOLT V)U372W(16)16d SINKERS ©FRAMETO 1 9M1/4'x2-IM"TITEN2 1750 2030 MASONRY SEE NOTE 46 BELOW) ©2 FRAMETO MASCNRY/ (2) LOT2 wl (32)16d SINKERS & 114) IWx21WTEFEN(2PLYTRUSS) 3'� 4060T (2) DXTT2 W (32)16d SINKERS & (10) 1WxTWEDGE-SOLT(1PLYTRUSS) 3100•M 9100.M 3�OF 3770f FRAME '3800-F 4620-F FRAME OR(28) 16d SINKERS FOR FRAME (EA) OR (M Ted SINKERS FOR (EA) O FRAME TO MASONRY/ (2) LOTS w/(24) IA' .3"SOS SCREWS &(8) 31V x FTITEN(2 PLY TRUSS) 4730•M 057OW (2)LUGT9 w/(24)V4"x 21WWS25 SCREWS A(4) 30 X VINE (2 PLY TRUSS) �0-M 7050-M 50104' 6960-F 80&1-F ]]10•F FRAME OR(52) 10d SINKERS FOR FRAME(EA) OR (M 10d SINKERS FOR FRAME(EA) BEAM TO HU410 OPT HUC410 W/(16) 16d 8 V 0) 1 Od C#2680 HD410 OPT HD4101F W(20) 18d 8(10) 1 IN (iMO O BEAM NAILS U81895 NAILS Ud195D BEAM 10 OPTH C410W 1 TTTEN HU4 U (AI GN4500 MM10 OPT HD4I DIFW 201/4"x3' 1 ) 048555 © MASONRY R 1/4"x23M"8 (10)tOd NAILS U81800 WEDGEBOLT8(10)10d NAILS UM850 BEAMTO HU46OPTHLIGBw/(6)10c NA1LS8 041mo G 00 HDOOPT HU46W(6) 10d NAILS B G81625 Gp2015 O MASONRY/ (12) IW x 23M"TITEN(TO MAS.) UN980 UN1135 (12)1/4" x 23/4" TAPOONS(TO MAS.) U41030 U#850 FRAME OR (12)16d & (6)1 Od (FOR FRAME) SYPF SYP-M OR (12)18d 8 (6)100 (FORFRAME) SYP-F SYP.M (2) NUA16 OPT (2) HFTA20 1820 1920 M HTA16 OPT (2) HTA20 1870 OFRAMETO 1-PLYW(t0)10tlx1Y12'OR 2�5 2365 ifLYW(10) 10d x 11YT OR 2430 MASONRY 2-PLY W (12) 16d 2-PLY W (17)16d HTSM16.1(8)lOd NAILS AND (4) 1Wx21W 95S 1110 HTWMIS wl MINI NAGS AND (4) IWx13/4" 1145 1225 TAF�NS WEDGOE.BOLT O FRAMETO MASONRY HESM20 W (10)10d NAILS AND (4) IAP Q IW 956 1110 20 w/ (10)1W NAILS AND (4)114NI W TAPCONS WEDGE -BOLT 1145 1225 OFRA81E TO H108 w/ (8) 8d zi 1/7 NAILS AND (2) 3M)W 780 910 MASONRY TITAN HD VIT2Z w1(8)1M-7d 117 BOB WOOD DT84Z w/(8)19-x11/2"WEI5 WOOD O FRAMETO SCREWS AND (1) 1 W O A.T.R. EPDXIED wI 1835 2145 SCREWSAND0)1R'9AT.R.EPDXIEDw/ 1610 1835 MASONRY SIMPSON "SET• (SEE NOTE 04) SIMPSON "SET• (BEE NOTE 84) HTT6 w/(26) 16d IQ 11Y NAILS AND (1) 5/8-0 HIT45 W(26) 1Bdx2112e NAILS AND (I) OFRAMETO R A.T.R. EPDXIED W&IMPSON'SET' 4375 6090 518'9 AT.R EPDXIED WI SIMPSON'SET' - 5005 MASONRY (SEE NOTE 64 BELOW) (SEE NOTE A BELOW) HT74 w/(18)10d x21/2' NAILS AND(}) 518"9 HTT45 w/(10) 16021/T NAILS AND (1) O FRAMETO A.T.R. EPDXIED W SIMPSON "SET' 3040 4235 WE A.T.R. EPDXIED w1 SIMPSON"SEC - 4160 MASONRY (SEE NOTE 44 BELOW) SEE NOTE A BELOW) O FRAME EO H1BE W (24) FIX XI 10 NAILS 785 910 LUGTI W (23)Sd X1 112"NAILS 875 1045 HMSKT w/(4)19' 11280.E WOOD 7B0 RTISM W(9) 100 x 11/L"NAILS& 7396 1396 OFRAMETO MASONRY SCREWS &(6)1/4"x21/4"TAPCON9 760 (4) IWS, 13M' TAPOONS FRAMETO VGT w/(N)IHPx3" BOB WOOD SCREWS& "SET' O MASONRY (1) 6/8"O A.T.R. EPDXIED WSIMPSON 3556 4940 W/ 17 MIN. EMBEDMENT ��e W(32)1/4"x3" SIDE WOOD SCREWS OFRAMETO & (2) EWE A.T.R. EPDXIED W SIMPSON 5170 7185 MASONRY "SET• .117 MIN. EMBEDMENT FRAMETO VGT W (16)1/4'x3" SD5 WOOD SCREWS & MUOi15WI22)tOd NAILS HR45W (18) OX FRAME HDU4-SDS2,5 wI(I D)1/4YQ IW SDS WOOD 3285 4565 IW NAILS 578' a AT.R. - ON SCREW58(I)5/6'9A.TR TT) (2) HITS W (M 18Bx21/7 NAILS & (2) HTT46 W (52)16d-A IPY' NAILS 5005 OFRAME FRAME (1) 59T'O ATA.(SEE NOTE W4) 9378 5090 &(1) S/B" 9 A.T.R. (SEE NOTE III) - AGBIGRGI (`eWNFMryR N(I:iC` 1. CONNECT ALL FLOOH TRUSSES TO INTERIOR BEARING WOOD WALLS BEAMS W(2) 12d TOENAILS. 2. ALL TRUSS TO TRUSS CONNECTIONS ARE PROVIDED BY TRUSS MANUFACTURER U.N.O ON PLAN. A G.C. MAY USE EITHER SIMPSON OR USP CONNECTIONS, SEE FRAMING PLAN FOR CONNECTOR CALL OUT. 4. FOR SINGLE PLY TRUSSES, SCAB ON FULL HEIGHT SYP 41 eX4' TO TRUSS VERTICAL WEB w/(2) ROWS OF 10d NAILS 0 W O.C. STAGGERED. S. MINIMUM A.T.R. EMSEDMENT:S"EMSEOMENT FOR 112"A.T.R. WEMBEDMENT FOR SB*A.T.R.8' EMBEDMENT FOR 718" AT.R.(IF AT STEP, DEPTH IS FROM LOWER SLAB). 6- SCAB TRUSS CHORD W 4-0'2x SYP #2(MATCH CHORD LUMBER SIZE) w/(2)ROWS 100 It 4- FROM END &4.O.C. STAGGERED: CENTER AT CONNECTOR LOCATION AS MUCH AS POSSIBLE. O MINIMAL CONNECTOR LIND ON FRAMING PLAN 1, CONNECTION FOR ALL ROOF FLOOR TRUSSES TO MASONRY WALLS/ LINTELS/ ICF WALLS UNO ON PLAN C TIO T "OR " O.C. PENDING VERTICALS FOR ALL FLOOR PARALLEL TO MASONRY. 2. 32 Oft TRUSSES WALLSSEEDETAIL F812xxACK MORE INFORMATION ALLSS DE 3. CONNECTION FOR ALL HIP JACK) TO MASTOP OF WALLSNLS US 141MR AT CONTINUOUS MASONLSARY d 4. CONNECTION FOR ALL CONTINUpU9 RIM BOARD TO 70P OF MASONRY AT 32'O.0 MAXPX.W (2)AT EACH CORNER. G.C. TO VERIFY LOCATION DOES NOT CONFLICT WTJI (IF APPLICABLE) LAYOUT 5. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WAUJBEAMS .1 (2) 12d TONUULS BO MINIMALCONNECTOR MOON FRAMING PLAN 1. CONNECTION FOR JACKTRUSS TO WOOD WALL OR BEAM © MINIMAL CONNECTOR LINOON FRAMING PLAN 1. CONNECTION FORALL TRUSSES TOINTFAIORIEXTERIOR BEARING WOOD WALLS AND/OR BEAMS ROOF FRAMING NOTES 1. SHINGLE ROOFING SYSTEM OVER MIN. 7/16" OSB ON PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. (SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPE AND OTHER INFORMATION. 2.THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2x4 #2 SYP WITH (3) 10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH 8d NAILS AT 40 ON CENTER AT ALL EDGES AND THEN 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 - - - NOTE TO FRAMER - - - IF ROOF TRUSS LAYOUT SHOWS TRUSS IDS, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FDS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 C.M.U. OR ICF WALL SEE TYP. WALL SECTION c �f-METAL DRIP EDGE + 2 x SUB -FASCIA o r-ALUM FASCIA 2x4 P.T. FASTEN TO C.M.U. w/ 11/2" LONG T-NAILS @ 2'-O" O.C. SECURE JCHANNEL @ 12" O.C. CONTINUOUS VINYL G.C. SHALL VERIFY SOFFIT MATERIAL C*ACITY TO RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLABbING WIND PRESSURE TYPICAL SOFFIT SUPPORT DETAIL 3/4"�1'-O" e -BLo i r v, No 864 cm ,13% STA (.G n '� OF r OT W �i7L 3I1111R 2 I �o$ W M 1 21 .•+ aD gF (,� •, a 00 4E z I'd ��LL r 8 �°Ai �zN wig w g S$g a 9 b o- wo �� W �1+ '1LrwW �P va��aaw s z C _ a< mL� //9�� �w N Q 5 V N D� m a 0= 0 9 S v� m O_ WET-y4LL Z �ML^ m m o�g8 8x1 N4� Q D. Be iY O On O � O J N r VJww.FUStNG.COM Z N O N z a C J aQ 9 (� dv-I m 'm [[J W F E 0 w o `w II C 5 '� �(n dMm TJ ~ u N E w O� CE w r ® DAMS HOMES vE 2 -- 0 FLORIDA CONTRACTORS LICENSE NO- CRC13301 d 3000 GULMREEZE PARKWAY GULFBREEZE, FLORIDA 32W3 € DIVISION LOCATION: PORT ST. LUCIE n 7 Job Information: a Pi III m C4tr c YF� O az O W L7 �E \ a) m M W � a w 0 J W L D o N J m (1) (1) mModel Name / Number: 1780 VI Plan Issue Date: Monday, January 6, 2020 g KA PROJECT NUMBER: v Y 1"494 ZI Sheet: Of: bb ROOF PLAN A t` r + GENERAL NOTES :; 11N'T, LCHAfiI'ilif 40VITY & UPLIFT LOADS FOIk:"�i"�$i} B��BIi' �A`•r � r t('? STANDARD LINTELS�i APPLIED ARRtiE�% r I tIAITEL SA RL167 1" AREAS OF BLOCK ABV, MASONRY OPENINGS ARE TO BE GROUTED SOLID XShAVfJY. .faRAVlTV1.TAI? tlPLuST%tDAD IVIIJNPt('f TO TIE BEAM. �pAG{ NLR` (#YyF),'. t[S I IV) t#Rlfi , 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT, THROUGH OUT INCLUDING UNTELBEAM: -` - ' � ABV. MASONRY OPENINGS. U.N.O. 1 COURSE uFf1EL ^ d`, ' , a375 2040 54 + BLOCK W/ 1 # 5 , BAR & 3000 PSI NON-SHEARWALL SEGMENT 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END ALL RECESSED I , ,�61197¢) •s 2707 474 -, F LINTELS TO HAVE MIN. S" BEARING EA, END GROUT, MIN. 25" ` 4, " LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER. LAP(ACI530) $'1 5369 15f5,F ; 2276 ,1395 }y 1$ #T TYPICAL SHEARWALL SEGMENT I SDI" 12�a - 1868 (% LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE IJNTEL d „ $ FSf1 2d ,tii` AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT c ,'a?t , ";1843 15& 11.36 1U5 - FT, 'J^ $T FOR FOR APPROVAL. ALL SHEARWALL SEGMENTS CONSIST OF FILLED 3 J; x�i1075 SD " 38 'F1Q 8 �1T S. (•) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. CELL EACH END WITHOUT . ; , ` ° ' - 950 J,68 '? ' 11i5 ` yp.8 tT l+i '- 32" FOR THE LOAD CONDITIONS, ANY LINTEL GREATER THAN 32" HAS A AN OPENING BETWEEN. V .GREATER CAPACITY AND THEREFORE 18 ADEQUATE FOR THE LOADS. 9 8F16 16 }.3 T (mi 1, j ., a FILLED CELL m FILL BLK. CELLS WITH 3000 P.S.I. GROUT ONE #5®Locanorvs ---- -------------- --- ------------------ - -- ------ -- -- _, GENERAL CONCRETE LINTEL SHOWN ON THE FourvoAnoN CASTEETE, QUALITY PRECAST, L07TS, PROLRETE GONG. SLAB SEE PLAN AND FLOOR PLAN. FOUNDATION PLAN MIN, LAP 25'• (ACI 530) 1 i i ' APPROVED LINTELS: 5 li FOR MORE INFO 1 1 , - _ -y❑ TOP Of SlA6 ' 1 R-RLLECESSED QT-L OF #5 CL 2 ❑C GROtfT / U - UNFILLEDFiF$4R ®BOTTOM Cl) Q' t I I I I I I 1 , 6 NE&AX AT TOP MIN. R D i .. ' C... 1 III I OFUNTELCAVITY 1 I U' I I 1 1 TOP MOCK OUT tiffrFl-BLOOK S. 7 8F161B/1T D«P�E N.r. I 1 1 1 ``• AR WALL SECTION _: S02 TYPICAL SHEAR d —GROUT 1 I I I GMINAL ~ i WIDTH QUANTITY OF ASREBARAT 0 TOFEBABAT. LINTELCAVITY ♦♦QP�1uuu0 NOMINAL TOP o •- i 1 i i 1 I HEIGHT BOTTOM REINFORCING N ♦A♦� IaPB. r I I 1 ' ' 7L 8°ACTUAL (VARIES) c ♦ rJT-� B�Oj i NaMlnuwDm qoe♦J�5•� CE $�h4�°�i�e 0 1 i t TYPE DESIGNATION_ - ... c •`" vC• isG4 s N s No 1. fg'c W'eca9t Bads=3800gsi. 9. 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Sate load ratings tmaed on retinal desRh melyals pe' ACI 3.8 and Ao 530 SPB OR SP8 FOR 2x8 AND 2x8 WALLS I ' ' l0. Wide Frdd AMorell No. 15&1 $ I I 1 11. TM brand, adrtabe of lindale metalled n ealalor concrete masmry walla stand hero I I a costing of stucco applied in eacNanca wbh ASTM C 926 or other agaawd y C v O s v P Llmel�loedetl elmultaneaery wtth wrllcel 1&a'4N end uPllRl erH horizadel IlelareU L load%bhoW be checNeE fa cannons loading wm trre tdlmhol equation: DOUBLE 2X TOP PLATE Applletl vertical lead } APMIW l wlamtal load Safe wnbal load Sete haimntw oad )' STANDARD HOOKS SEE i a k P6— N to MS05 FOR MORE INFO 1 r ' m F $ U000 1 I t O 0`• • /Igg L� fVR �gyp/ IA010 TYP. FILLED CELL W/3000 , i I 1 sIiPS.I. CONC. 107010,70 Z ILIW 1 #5 REBAR VERT.J LY LL INTERIOR BEARING WALL , , i m 9 n 8 y < / 8RF8.OS/1T 8FBOB/1T 'm @ p2 s., W INTERIOR SHEARWALL 1 1 EXTERIOR FRAME WALL '' , , O O O O BRF143B/1T BPle-i iT b,, g 44 E� Qi' o a a S" C.M.U. E j © O 8F20-18/O OA'O O'er O E$5 �R y'` So m O 2"x #2 SYP/3PF P.T. W/ , , O z N w ¢ O 2'x # 2" X 8' PF BOLTS OR ' I 1 E SRF2Z-1B 1T 8F2418 1T O'`"Q O p "" ^ CO (3)1/2" X 8' EXPANSION ' i i 8F281B/1T ' O,• B 92; 1 e -11 LL LU r3 CQ Oin TAPCONS OR ANCHO OR (6) 3' % 1/4" O ' 1 I 0 OF321B 1T �i x - £ D f- D I t H / Pg S a .R. ei o I' (8) 2 7/8' HILTI nX-DNI £ - wwW.FOSENG.COM ❑ ❑ ❑ NAILS i I Q N VI f0 2z BASE PLATE SEE 1 ' ' m O Z M +-s PLAN FOR MORE INFO , , — Z. y FRAME (EXT/BRG/SH R) ALL TO o 444 MS03MASONRY CONNECTION DETAIL d Z Qa} 1 w � y aE U N E w 0 20" MIN. LAP I I 1 1 #5 REINF. - • t ` `O. m BAR N 13 OR #4 REINFORCING z, �m __________ _____ ____-- R�ii�M I 1 N �.. U '4 N E *3R#41 AP SPI ICE 1 i .____________ __ ___ _______• , ui w 25"MIN. TAP i i ' '. _ rK //11LLw #5 REINFORCING BAR ) ' 1� V W Y #S STD. 90° HOOK #51APRPIIr.F i i c to o SCALE:1'd'-0" IN. LAP , , I t Q 0) C OD m #8 REINFORCING BAR * GRADE AO U.N.O. #E IAP SPLICE 1d 1 I 1 1 1 r C 1 1 1 HONKS , t n FLORIDA (CONTRACTORS LICENSE N0. CFfC133014 MSO5 REBAR SPLICE DETAIL - GRADE 40 N,Ts. d 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 „ re O 1 , a a, DIVISION LOCA770N: t � I ATTACHMENT REQUIRE ENTS PORT ST. LUCIE I t I 1 ATOPENINGSSEE GENERAL CONCRETE WITH TOPOF ALO�H SIZE TAPCONS SPACING #ROWS ' 1 ' ' LINTEL SCHEDULE FOR REQUIRED . Jobinformation: R 2 x 4 1/4" X 2A6" 12' O.Q. 1 I ' I 1 REINFORCEMENT 2 x 6 1/4" X ZA" 12" O.C. 2 ,. 1 1 I , HURRICANE R ANCHORS II Ij � HOOK SM. 90 HOOK a 1 1 2x8 1/4"X2aA" 12"O.C. 2 i -- ________ ___i i i •• NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY! OF WINDOW MANUFACTURER. ^ .a.�+�I ter+ a O --------------- --� I , , In O 90 N Wlaaaaaaaa O I I STD .W/19DEGREE ` c OF OPEN BOTH CONC. W/1 #5 D TYP. BOND BEAM g .• .• ANGLE 3000 P.S.L.: h i 1 t t � REBAR 8" x L x OC 16"K.0 R C UT) (PRECAST _ BLOCK FOR FIRST FILL W/3000 PS.I. '@ W u iUNTEL ' VV I 1 1 PROVIDE XNOCI40UT °"i LINTEL BLOCK �Ct•, LO FORM &GROUT SOLID i BELOWCOMPLETE 6FILLSMU RSD RE13ARCONQ ✓1#Bow. E ¢ ' (2) 2x P.T. ' ' 1 " _ _ _ _ , 1 1- BELOW 95 BA FILL SOLID REBAR E \ D t f ; . W/ (1) #6 BAR FOR ALL .. N / n'I q�Q N > I BUCKS W/ i 1 1 r 1 WINDOW OPENINGS B'-S" 2 ' 1/2" O.S.B. ' (11T AND LARGE INDICATES FlLIED m7BETWEEN i , 1 "XWN O"CELL FROM FIG. ` S TOBAR MIN. m O —jM W � Lq Li? ME `V/ICMU U.. NAILER TO .,O J W V/ (JMASONRY '.:7 N VModel Name/Number: 1780 F12-1BTYP.DOWE12s' I< IF DOUBLE 2X NAILER IS USED. MIN. LAP (ACI 530) I USE 1/4"x a 1/2^ rAPcoNs. #5 BAR CONT. _ Plan Issue Date: SEE OTHER NOTE FOR SPACING Monday, January B, 2020 REQUIRED � LINTEL PLAN KA PROJECT NUMBER: MS11 2x BUCK DETAIL N,T.3. RM85 12" LINTEL DETAIL 3/4"=1-0"I SCALE:1/4n= o" 19-8494 "All SEE FOUNDATION E FOUNDATION PLAN Y ELEVATION A PLAN E'ORLOCATIONS 0 Sheet: Of: M MS01 I BLOCK WALL REINFORCEMENT N.rs.fD LINTEL PLAN [ •• 0 SIMPSON HETA 16 2x6 #2 SYP P.T. EACH END W/ (2) WxS' SEE FLOOR PLAN WEDGE ANCHOR FOR BEAM SPEC. 0 OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT W/ WASHER. MIN. 6 PER TRACK TO JAMB. • °` av ' •' m 5 1/2" DIA. x 8" O 1/2" X 8" A.B. W/2" o 0 "J" BOLTS WASHERS SET IN o FILLED CELL W/ #5 TYP. FILLED CELL € VERTICAL MIN. 5 PER JAMB. 0 SECTIONAL a ® OVERHEAD v DOOR CONT. P.T. #2 p 7 N � ., WOOD SYP 2" X 6" r a TRIM o 1'r 2"x6" P.T. WOOD JAMB • ri. ® E a Q . n b a"` � . '"' .. c; Yo s apt: ,-F•.,< .� a � o� tea•. DOOR AND CONNECcq TION PER c v° Pdo asa GARAGE DOOR MANUFACTURER GARAGE SLAB o r TYP. GARAGE DOOR TRACK MOUNTING DETAIL @ g`' A FTIol v ��a `dr\ NOTE: DETAIL CD22 / 3-2 MAY BE SUBSITUTED FOR THIS j�� !' n . `• s N DETAIL- UNLESS NOTED OTHERWISE a 8 MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. CD21 ENTRY CMU COLUMN/BEAM N.T.S. a s E a c " a ffi P N� ill ei m SeR V N .rm QyFNfi wa o M'a W BLOWN IN INSULATION PER W '—�11�" v € g v a�y o. a R-30 FBC AND ENERGY FORM SUBMITTED WITH i �� Z O 1g PERMIT APPLICATION PROVIDE BAFFLES n E r 5 tl z ui n m¢ O p 00 12 AT EAVES (FOR VENTED ATTICS) Y .s_- Z y m FIBERGLASS SHINGLES OR TILE ROOF (PER ELEVATION) SEE PLAN W daaNOi N ; y OVER APPROVED UNDERLAYMENT \ PER FBCR 905.1.1 OVER APA PRE ENGINEERED WOOD RATED STRUCTURAL SHEATHING 3 N `a ' Lro^o '"' " ° V .FDSMG.CAM ❑ El TRUSSES @ 24" O.C. (SEE STRUCTURAL NOTES ' FASTENED TO TRUSSES PER ROOF .S 2 w ro Z p — NAILING SCHEDULE) N Z M g ' TRUSS ANCHOR (SEE PLAN) SEE PLAN FOR -5 = Z N 1 1 \ Q BRG. FIT. J a 1/2" DRYWALL a LL FELT PAPER OR • • v TRUSS PLATE ETAL DRIP EDGE _ — Y U) Z n Ea (TYP.) FRAME FOR BUILT-UP 3/4" P.T. NAILER 2X SUBFASCIA cn O CORNERS min (3) 2x4 OR ;ter .SEE ARCH. N � 4x4 w/ 2x4 POST UNDER EA 1/2" DRYWALL PO�FNS � o Pam, 2 X 4 P.T. PLATE END OF SUPPORTING BEAM. �6 NAILED w/ 8d NAILS @ 6" KEEP IN 3/4" FOR SHEATHING O.C. CURTAIN NAILER 8x8x16K.0. x4 P.T. @ WINDOWS LINTEL BLOCK E r �O w o N C m bon AND LATH WITH FINISH1 x 8 P.T. @ S.G.D. n O.H. W/ (1) #5 DIA. REBAR & o Ln d M -. (TYP.) ALL SIDES i (TYP.) FRAME FOR COR- a0 \ " " SEE ELEV. 3000 PSI CONCRETE H na m 16 C) ` m o p ;J c \0° NERS FOR NON LOAD PRECAST"W LINTEL vo w 5' n v a v\ o. o� BEARING SIDES NAILED SEE SCHEDULE o v < e w/ 16d NAILS @ 8" O.C. u U 10 o C \ vc vc \\av nv \ 0\ov�s N ¢mom am': \\ '° Oo l m 1/2" x 8" 1-BOLTS \ (1) CENTERED EA. (TYP.)4 COURSE HIGH A.F.F. C1AMS HOMES SIDE w/2" WASHERS \ n CMU BASE FILLED w/ CONC A1. (TYP.) w/ (4) VERTICAL RENF w/ c HOOKS INTO FIG & AT TOP NOTE: 44" MAX. SILL HGT. ON „ FILL CELL -(1) #5 DIA, ao FLORIDA CONTRACTORS LICENSE NO. CRC1330146 PLAN Al Al OF COLUMN ALL BEDROOM WINDOWS. " REBAR W/ 3000 PSI 'o 5 3000 GULFBREEZE PARKWAY " CONIC. ALL LOCATIONS N SHOWN ON FOUNDATION GULFBREEZE, FLORIDA 32563 " & FLOOR PLANS u o- DIVISION LOCAflON: u r SIMPSON LSTA30 SEE FLOOR PLAN " PORT ST. LUCIE w/11-10d TO BEAM FOR BEAM SPEC. z VI Job Information: & TO FRAME BELOW r " r m VINYL FRAMED WINDOW = i WINDOW STOOL rl W/SCREEN PER SPECS " PRECAST CONC SILLNo " N 1 1 ' " PAPER BACKED FOIL R-4.1 u m � 9 O ' INSULATION AT CMU BLOCK WALL " PER FBC AND ENERGY FORM y 'J EXTERIOR FINISH - SUBMITTED WITH PERMIT (SEE ELEVATIONS) n FL APPLICATION ci 1 x 2 P.T FURRING FIG. DOWEL #5 DIA. REBAR 1 x 4 P.T. 17" IN CONCRETE - 25" ■ ■ Lo tjj SIMPSON HETA20 Al AlBUILT-UP CORNER MIN (3) 2x4 BASE NAILER EXTEND (ACI 530)ABOVE SLAB. ALL LOCATIONS SHOWN E > p 3 ' w/10-10d TO COLUMN POST ; OR 4x4 POST w/ 2x4 UNDER WAD �5E ON FOUNDATION PLAN m 11 d EACH END OF BEAM ' T • ' SEE FOUNDATION PLAN FOR _ 1O uo O J W o NOTE: 2 X 4 P.T. PLATE SLAB INFORMATION TOP OF SLAB o M V J v J L LL J W ' LJ ' ^ BOTTOM STRAPS MUST BE s _ — r _ , T _ Model Name / Number: INSTALLED ON INSIDE OF-+.�:,-7� * COLUMN. DO NOT BEND &-,a' GRADE STRAPS UNDER PLATE. c " 1780 PLACE STRAPS IN FILL CELLS w #5 REBAR °' / (TYP.)4 COURSE HIGH CMU BASE 'SEE PLAN FOR _ VT Plan Issue Date: °- ,,d� , ,� , •,', FILLED w/ CONC -SEE PLAN FOR ! RE -BAR QUANTITIES .° SIZE. TOP OF COLUMN BASE - Monday, January 6, 2020 2'-0" AFF _ NK I, KA PROJECT NUMBER: SEE PLAN �_ SEE FOUNDATION �j � PLAN 19-8494 Y NOTE: DETAIL C01 / S,2 MAY BE SUBSITUTED FOR THIS T o Sheet: S-2 Of: DETAIL - UNLESS NOTED OTHERWISE N abTYPICAL CD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE N.T.S. WS01 TYPICAL WALL SECTION $" CMU 3/4-=Jl FRAMING DETAILS Mom 4a copy •DIAGONAL SPACED AT 20'-0' O.C. MAX SAME SPACING AS BOTTOM CHORD LATERAL BRACING - ; TO BE LESS THAN ' OR EQUAL TO 450 1 - MINIMUM 2"x4" _ CROSS BRACING (SEE PLAN FOR LOCATION)BLOCKING , m ' (3) 12d , PER JOINT , ' CONTINUOUS LATERAL BRACING - NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING _X-BRACING - 2x4 SPF OR SYP W/ (3) 12d Q EACH TRUSS WEB N N 8 m 3 TB01 TYPICAL CROSS BRACING DETAIL N.T.s. T11302 TYPICAL CROSS BRACING DETAIL N.T.S. >z m PROVIDE 2X4 MIN. BLOCKING AT 'o CENTER LINE OF HIP/RIDGE, TYP. I NAILS BETWEEN EACHREND TO TRUSS TOP 4 PQ'le� TO,c�II.. vO�� C s CHORD J: r s N in , 0 TYR N 67664 N c • A TRUSS ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP `o •' Sv7 E OF :• L' " c p TRUCTURAL G.T. ---- SHEATHING pgOg `8 Q'• • �4 + m ° ✓s�n,.•Cnfi\Qr'r��w^ ADD 2X4 ALONGSIDE RIPPED 2X4 SYP 42 � >; TOP CHORD WHEN REQ'D NAILTO TOP CHORD ACK----- °4lt+ONA� TO PREVENT SHEATHING OF HIPPED TRUSS W/ m SPAN FROM EXCEEDING RUSSE HIP 12d NAILS CRY 6" O.C. 9 °cam MAX 24" SPAN (EITHER G.T SIDE OR BOTH IF REQ'D) a m (2)12D NAILS ROOF AT 12" O.C. MAX MINIMUM (3) 12d PER JOINT MINIMUM 2"X4" SPF OR o SHEATHING SEE PLAN E� SPACED AT 10'ASYP TRUSS BRACING MAX E" b @ H 40 g�w mF rom a 4a N 2X4 BLOCKING ~ n$u Z W an d �' LL HIP TRUSS m BETWEEN TRUSSES SECT- A A „g LLI — w N a a LLa`P TB03 HIP / RIDGE BLOCKING DETAIL N.T.S. TB04 TRUSS BRACING OVERLAP DETAIL (TYP) N.T.S. �° o ' Z O`€e _ Tan; i o o a H a A H m o m o7I1J o . C3 �JBm yr€S WYA4.RSENG.COM ❑ ❑ ❑ m A M O Z PT TRUSS NOTES: .5 c �I Z N Z (f� 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TPI-2014 ' ` (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND VVV/// a BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED c Z a TO SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO 6xCESS CONCENTRATION OF ANY -� CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT c U ZZX EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL u — }` 's'l`•� LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0' O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2x4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 312d NAILS AT EACH TRUSS INTERSECTION. t ii3 E 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT Uq ATTACHED DIRECTLY TO THE BOTTOM CHORD OFTHE TRUSS. E O w O U,U6 }� ' 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. m` N C SEE TYP, TRUSS BLOCKING DETAILS In5m c+7 SHEATHING cm U L N E „\ -" 3 T04TRUSS SHOWN m c W ~ N , 2 I . .4S 0 r• u�i to _..... _ ALTERNATE TRUSS SPACES DIRECTION h () LO ® c Q v o RUS m ' � 3 DAMS HOMES VERTICAL SCAB zxB:Fz SPF 48" D.C. SEE � r W/ (4)12d TOP & BOTTOM OR H5 TRUSS (2} NAILS OR HCLR/LL IN PLACE OF (4110D SEC�,1(1N TO EA TRUSS c REQUIRED @ RAFTERS GREATER THAN 8'-0" B-B 0 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 m 3000 GULFBREEZE PARKWAY SEE PLAN OUBLE TOP DOUBLE PREENG. TRUSS PLATE SECTION B-B TOP PLATE v GULFBREEZE, FLORIDA 32M x MD WALLm SEE PLAN F DIVISION LOCATION: PORT ST. LUCIE z CONV. FRAMED RIDGE Job Information: MAY BE NAILED w/ MIN. (4) 12d WHEN IT LANDS VERTICAL SCAB 2%6 u2 a� SPF 48. O.C. W/ (4)12d NIXi TO PRE{NG. TRUSS 2M86LNING. NAILED @EACH TOP &BOTTOM OR HE OR a SIDE w/ (3)12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12d B REQUIRED w/ (2) MTSITS REQUIRED @ RAFTERS GREATER THAN 8'-0' ¢ COLLAR TIE O I, / 1� EVERY 3rd SHEATHING---,__. ' RAFTER m O 2X4 BLOCKING BETWEEN C8rl BEVEL CUTS TRUSSES W/ (2) 12d NAILS (OPTIONAL) 0 EACH END, CONT. EACH BAY s D TB 2X4 SPF W/ (2) l7x41/2- N ALTERNATING DB WOOD SCREW EACH TRUSS BLOCPUNG OR H5 @ 48" O,C.ui _< p d1 IA PREiNG. TRUSS F N M CONT. ROOF SHEATHING AT TRUSS TOP STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP. o !2 > 1 O a) Ty% U a c'I 7 2 SEE PLAN FOR CONNECTION S m . J d1 co a a 2X4 P.T. BLOCKING BETWEEN O O TRUSSES W/ 12}12d NAILS @ DIAGONAL WOOD 21B i2 SYP RIDGE BEAM EACH END AT 8 O' O /y� /'� /� IA LL • • • TRUSS MAX 2A RAFTERS Vj ...I V) V) . Model Name /Number: MAX. w/ t COMMON (3) 1 d2'OMMO T RI WALL BELOW TOENAILS TO RIDGE BEAM (SEE PLANS FOR TYPE) 2X4 RAFTERS FOR SPANS LESS THAN CONC. MASONRY 4 FT @ 2 -0' O.C. MAX W / (3) SLID COMMON TOE NAILS TO RIDGE BEAM 1780 2X4 CONT. AT STEEL OR WOOD N T & B CHORD BEARING SUPPORT � VI Plan Issue Date: TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING Monday, January 6" 2020 @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING v KA PROJECT NUMBER: � m Y 19-8494 a 0 0 Sheet: 4 Of: TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.S. €A u ROOF FRAMING C011tCaCt AND BRACING DETAILS A 6" 5 THERMA-TRU INSTALLATION KEY DIFFERENCES CHECK LIST Rough openings are 1/41' smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall Screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN, THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 1 1/4" EMBEDMENT INTO THE MASONRY JAMBS. 6" SPA EVE 6" 6" 6" SINGLE DOOR DOUBLE DOOR W/ SIDELITES pA /E H SINGLE DOOR W SIDELITE 'ACE 'EN LY Ll L SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO BE 19-0 9 0 IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE / FILLED PVC. PIPE. TOP OF SLAB Op 1°,II6,11° i r- Ir I v v v vl O z I ' a 16" MIN. DIAMETER !� N° CONCRETE FOOTING 1 PROTECTIO N BARRIER DETAIL N.T.S. 3" SPACE EVENLY I I IN Rake Me tal dRE 7" — �sto use In 6thraa" 1� �� �Il�l11/1�l1!!!■ NAIL SHINGLES W/ it OR 12 GAUGE ROOFING NAILS, 3/8" MIN HEADS. 6 PER SHINGLE. (tcdtOed Ufa `A,"aP e GOWSe Std GoateODa'ge 1'W ,Goats zg' � ever if di if NK if no SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY TEXTURED, PAId BEHIND FLASHING LOCATIONS) EATER. WALL FI AND MINIMUM ODINNG ABOVE a" x W H GALVERTICAL RISE OF FLASHING WALL FLASHING.CONAT KNEEWALL RY KTICAL PLASTER STOSEALANT pr ROOF RoorSHINGLESI� 6" X 6" H GALV FLASHING DETAILS 6" NORM NOTE: THIS DETAIL IS REQUIRED FLASHING 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/ 3/7 6" x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATION OF WINDOW ATTACHMENT N.T.S BUCK STRIPS - 1x4 (DEPTH OF WDW. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS 1/2" DRYWALL FLAT HD. "TAPCON" SCREW THRU THE W'DOW FRAME INTO MASONRY =k . JAMB MIN. 4" FROM END AND MIN. 16" C.C. 1/8" SHIM SPACE EXT. FINISH ° DRIP EDGE WINDOW SEALANT BACK OF JAMB GENERAL CONTRACTOR TO COORIDATE SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S 2X WOOD FRAME BY OTHERS SHEA1rHING BY OTHERS CAULK BETWEEN -� FIN &SHEATHING EXTERIOR -- FINISH BY OTHERS _ PERIMETER CAULK BY OTHERS O.A. WINDOW HEIGHT IEXTP104 11/20 MIN. EMBEDMENT 19 i►i SCRELIJ MIN, b �,�I��'r►.. TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S 1/4" MAX. SHIM SPACE 1906.2.9.5 DRIP EDGE. 'ROVIDE DRIP EDGE AT EAVES AND WBLES OF iHINGLE ROOFS. OW RLAP TO BE A MINIMUM S31n(7Btm) SAVE DRIP EDGES SHALL=No AnnBELOW SHEATHING AND ExfEND BACK ON THE 1OOF A MINIMUM OF On. DRIP EDGE AT EAVES 3FIALL BE PERMITTED TO BE INStN1ED EITHER JVER OR UNDER THE UNDERIAYMENT. IF INSIN I FD ]V£R THE UNDERLAYMENT, THERE SHALL BE A NINIMLM Ab, W DTH OF RODF CEMENT INSTALLED )wA THE DRIP EDGE FLANGc Can -EDGE SFVN L BE MECHANICALLY IASTDNEU A MAX NUM OF 12m ON :ENTCR. WHERE THE Vasil AS D(ICRMIhM IN 1CCORANCE WITH SECTION 11301213 S 110 WN ' 7E KM/HI OR GREATER OR THE MEW ROOF HEIGHT :XCEEDS 33 FEET U0,058 tom) DRIP EDGES SHALL BE OKMNICAI I Y FfST[l A NIAAVUM OF 41NNER AN CENTER Wall Framing: #2 Spmce/Pine/Fir Or sew I _ _. f10x 1-112" G! DR, O"dScrew Minimum Penetration 6kWng eaa0 1-3/9" c Ross SecbDn V iew heier m ..: ; 117 sbmne E#erlot Sheathing ",,, _ - ..ne VI ovlew,p may oe VceHec oaa not rrspe c,,, OUT eiease re5nck Ole wrap to m OtP T.the uiv l s OCT seat i,2N BCd a m e(damage FOE wisi Lmon is wnp.ete. Step 1 Meentare to be suresthe opening is 3/8" to 1/2" larger than the window du both veNUNM and horbomzNy. ' You may wish to pre-driN the installation holes In the fin at this time. 7h r wholes an me mou"Ity B# N "rat Step 2 APPY a generous heed of sllkore W the backside A the moulting fin. Use enough sNkune to sLObanUy fill all voids between the fin and the wall sherthin. Rep3 lmrttbewhdo hb UeopmlgrmmthewWde. The window is labeled'asWe"arid "olASde", butlftMm Made have been remored, the glamai head should always be to the Inside of the bLqlding. Stop 4 Install shins under the MR, adjusting there will the unit Is Plumb In the opening. Share should! be Installed under the sill awry 2 feet. The whitlow should be basically Centered in the th with no mare than 3 4" gap between the window and wall framing. Step 6 Instal a #10 x 1d/2" screw 4° fran the Owner of the fin aeadh end of the head, IN and both jambs, Step 6. Imbill the remaining fasteners in 8"Incrementsfrom the Center screws to the der of each frame mental. Use rare not to Over - tighten the screws and pill them through the rm. Alm, make sure the Screws go In Mrsghtand do trot cause that frame to bow. Wall framing slwu8 be a Mnmum of #2 SprupUPirlyFIr. Fasimm Ehou6 be*10 screws Of BORROW length to adiient 1-30 Parliatradon into the wad and no lesSMan V2"Prom edgeofframing. Fasom quarules needed In each side of frame M achMve 8" smdnp Step 8 If desired, a foam insulation an be applied to the interior gap between the window and wall framing. IF applied, tirisnx&be th NON EKPAAID! &G %YPEFOAM. Step g Since these windows are typically used In rooms with Mph mdsbure, le: bathrooms; N B necarnmended that the Interior gap between the window and well framing also be sealed with silon,, and tooled So as not to interfere with the ireu.Nation of wallboard the a trim. .Step 10 Once all construction Is complete, rem nVe the pebble wrap from the inside and GAS& of the window. If necessary, clean the thil with a mind detergent and warm water using a soft Cloth. Failure to follow these procedures will void any and all warranties GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. 2" SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION AND CALL OUTS. Product Approval Submittal Affidavit Building Address: Contractor: Building Permit: Product Design Manufacture Model # Attachment Approval # Pressures Method Roofing: f 'AD E 1st Choice COUNTY APP. IKO industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING FL7006.1 R-10 ; NAILS. 3/8" MIN HEADS, 6 PER SHINGLE. W/ 3/8" MIN PENETRATION THRU SHEATHING ROOFING VENTS: Florida Metal FLAMCO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, Products Inc, "O Ifld a vent" " E GE AND 4' Q.Q. IYPICAI MAX FL21580.1 R•1 ROOFING UNDERLAYMENT: 1st Choice WOODLAND TYPE II UNDERLAYMENTSHVHZ UNDERLAYMENT SHALL BE APPLIED AND FL15216 - R3 N U TRIES INC #30 ASPHALT-SATURATEO ORGANIC FELT ATTACHED IN ACCORDANCE WITH R905.1.1 2nd Choice I I I Overhead Garage Doors: 1st Choice +30.0/-30.0 CLOPAY 73W6 16 x 7 2"x6" P.T. WOOD JAMB WITH (5) 1/2" DIA. x 8" "J" BOLTS FI-16546.1 2nd Choice +30.0/-32.0 CLOPAY 73W6 FL15279.36 a x 7 Swing Doors: THERMA TRULORP GLAZED 1st Choice +67.0/.67.0 FIBERS SS OOR INSWING "FLUSH 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3116" X 3" TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. O.C. THEREAFTER. THE DOOR FRAME SHALL FL20461.1 2nd Choice H67.0/-67.0 THERMA TRUCORP. FL20461.19 CUTSWING BE ATTACHEDWITH 3/16" x 3" WOOD SCREWS MIN. FROM FL2046i.2 TOP & B07TOM OF INTERSECTIONS AND MIN. 16" O.C. THEREAFTER. (TYPICAL ALL 4 SIDES Sidin • 1st Choice +0/ -146.3 The Tapco Group 7" Staggeretl INSTALL4ITON EASTERNERS ARE GALVANIZED STEEL ROOFING FL20403.17 Shakes NAILS 1/" LONG WITH 1/8" DIA. SHANKS & 3/8" DIA. HEADS AT 10" O.C. HORIZONTALLY, EMBEDMENT TO BASE MATERIAL N.A. N.A. 2nd ChoiceSHALL BE BEYOND WALL DRESSING N A Windows: 1st Choice +40/-50 MI WINDOWS 3540 SERIES SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON FIL 17676.1 R9 Single Hu (fin) ANCHOR WITH MIN, 1k" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS +40/-50 MI WINDOWS 3540 SERIES Single Hung (flange) OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. FOR INSTALLATION THROUGH 2x BUCK USE #8 WOOD SCREW OF FL 17676.8 R9 3540 SERIES FRIES +50.0/-50.0 MI WINDOWS PiCtUTa SUFFIENT LENGTH TO ACHIEVE I%' INCH MINIMUM EMBEDMENT FL18644.3 R3 IN WOOD SUBSTRATE. Mullions: 1st Choice MI WINDOWS W1926 Verdcal FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE FL 18504 1 Mullion 3/16' TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 11A Horizontal 15804.2 M-1926 MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM EDGE DISTANCE Fixed Glass: 1st Choice +50.0/-50.0 U BL CK 625 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR FL18644.3 R3 WITH MIN. 11A" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD 2nd Choice BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED, INTO WOOD BUCK. 3rd Choice Soffit: 1st Choice+55.0/-35.0 1 KAYCAN LTD 8" BEADED IF VINYL 1 1/2" NAID ONLS 10" O.C, IN FL16503.4 R-3 Hurricane Panels: 1st Choice 24" Ga. (O MALE PANELMATE W/ HURRICANE STORM DIRECT MOUNT. TOP 1/n"-2 46 PSF EXT/ Galvanized FL16293.1 46 PSF INT. PANEL MFG. INC. Steel Storm WINGNUTS AT 12Y2" O.C. BOTTOM 1/4"-20 SIDEWALK Panels BOLT w/ POWERS CALKAN I have reviewed the above components of cladding and have approvbd their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: FI. # 561?6 Name: TODD M. BORN Certification Number: FI. # 821-26 Name: Luis Pablo Torres Certification Number: FI. # 878C,4 i%etntract OLO,t e C) v" 87�864 CNI to 9 T{ATE OFY.ti m LeO�.•.� P ti c O 2 to `t m .. 19 ,yN„� W co$ip ±i #tE Z LLI L �O cr-i- Ii LLLi,. °w 0.IlZ4Wr taller P9, 3: a v, EEE ,i ,' Cl m s al gU0LLAJ '4 ce"i 9 ° Cis Q N s 1 ¢15 � U —1 wWw.TasENG.coM ❑ ❑ ❑ W Z m i Z o Z o NO + -NO (� a a a LL ZCA ID o �l11 C9 6 �Q) N N w it E 0 'U _ m O w Ln c m i11 F- rim I— cam l V GO ' N E �> w C, :I ¢mom Qm FLORIDA CONTRACTORS LICENSE NO. CRC1330146 v 3000 GULFBREEZE PARKWAY 2 GULFBREEZE, FLORIDA 32563 a DIVISION LOCATION: PORT ST. LUCIE VI Job Information: m a o r N LJr�/ m a � O x z LLJ N u7 m J N & m O -3 LL1 Lo Model Name / Number: 1780 oPlan Issue Date: N a" Monday, January 6, 2020 `m1V KAPROJECT NUMBER: Y 19-8494 T Sheet: S-5 Of: N MATERIAL 31 REFERENCE INFO (PSL) MECHANICALLY FASTEN AS FotD upwEnrHER BARRIER & WEATHER RESISTIVE FLASHING REQUIREMENTS THESE DETAILS ARE GENERIC AND MEANT TO SHOW NECESSARY IN CORNERS THROUGH RESIBTIVF GENERAL FLASHING AND WATERPROOFING METHODS SELF -ADHERED FLASHING TEMPORARILY SECURE BARRIER DooRRouGHOPENING TO BE USED. R703.1 General. Exterior walls shall provide the building with aweather-resistant exterior wall envelope. The axtsrlor /'WEATHER �--- WINDOW UNIT wall envelope shall Include flashllg( as dascrlbod In Section R703.4. A wator-reslstiva bareler Is aescdbed as a i RESISITIVE material behind an exterior wall covering that Is intended to resist liquid water that has penetrated behind the exterior BARRIER � EXTERIOR WOOD FRAME CONSTR. SLOPE cOVering from further intruding IMO the exterior wall assembly. An extorlor wall COVerIn Is described as a material or TAPE SHEATHING SELF•ADHERED FLASHING 3/4'•1' BEAD OF CONSTR. gy LAPPING DOWN ADHESIVE TO BE APPLIED UNDER 0.3 In : 72.0 In SELF -ADHERED FLASHING assembly of materials applied en the exterior sNe of exterbr walls for the purpose of providing a weather•resistive OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN (0.6 cm : 30.5 cm). barrier, insulation, or for ae5thet1c5, including but not limited t0, veneers, siding, exterbr Insulatbn and flnish systems, - WALL BV 61N. UP JAMB 6", usE uaulD NAIL aRAND CAULKING SELF -ADHERED FLASHING PRODUCTS DETAILS aroMtectural trim and embellishments such as comlces so(flts and fascias. IceaeveL=_nvmmpw; OR EGUAL WEATHER PROOF R703.2 Water -resistive barrier. One layer of No. 15 asphalt lek, free from holes and breaks, complylrlg wkh ASTM D226 WEATHER EXTERIOR for Type 1 tek or other approved water•resistfve barrier shell be applied over studs or sheathing of all exterbr walls. Such ftESISITIVE ('I SELF -ADHERED FLASHING CEMT. FIN. f TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 felt or material shall be applied horhartally, with the upper layer lapped over the lower layer not less than 2lnche9 (51 mm). Where joints occur, felt shall be lapped not less than 6lnches (152 non). The fek or other approved materiel 6ARRIER SEAL TOPS OF JOISTS shall be cartlnuous to the top Of walb and terminated at penetrations and building appendages In a manner to meet the UNDER DECKING SUBFLOOR (SEE DETAIL WP07) requirements of the exterior wall envelope as desalbed In Seetlon R703.1. SELF -ADHERED FLASHING R708.7.3 Water -resistive battlers shall be installed as ra aired In Section R703.2 and where q applied over wood•based WIRE LATH Data I I I n$trU CtIOnS sheathing, shall include awater-resistive vapor -permeable barrier wkh a performance at least equivalent to two layers of HEAD FLASHINGTIE-IN INSTRUXTIONS: RIM JOIsr Grade D paper. The Individual layers shall be Installed Independently such that each layer provides a separate 1. Cut, fold up &temporarily secure weather Refer to the number marked as ®in each detail that corresponds to the eontlnuous plane and any (lashing (installed In aeeordanee with Section R703,4) (Mended to tlrafn to the water -resistive resistive barrier above header to allow for noshing installation BUILDING numbered items in the list of instructions below: barrier B directed between the layers. 2. Self -adhered Hashing plus head flashing under weather resistive barrier t PAPER 1. Install self -adhered flashing in order as shown by numbers Exception: Where the water -resistive bamer that Ia applied over wood -based sheathing has a watee resistance equal to 3. Fold weather resistive barrier back over head flashing and seal with tape t � 2 O 2. I nsiall flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper or greeter then utat of.60•minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. 4. Split the release paper using the ripcord (Split release on demand, R703.4 Flashing, Approved corrosion -resistant flashing shall be applNtl atingle -fashion in a manner to prevent entry of scale: Nrs SELF -ADHERED FLASHING embedded in the adhesive layer) -for ease of installation and to minimize water into the wall cavky or pmtetratfon of water to the building structural framing components. Self -adhered membranes SELF -ADHERED FLASHING FLANGED W INDOW W P 0 � SELF -ADHERED FLASHING W P 0� CEMT. FINISH SILL( POTSHELF/ CHIMNEY SHOULDER W PO scoring cuts used as fleshing shall comply with AAMA 711. All exterior fenestration products shell be sealed M the Juncture with the FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR DOOR WITH DECK - SECTION A 5. Remove all release paper per standard installation instructions and building wall wkh a sealant canplying wkh AAMA coo or ASTM C820 Class 2S Grade NS or greater for proper Joint adhere to substrate using a square piece of flashing material (6" x 6" expansion and eontraetion, ASTM C1281, AAMA 812, or other approved standard as approprlMe for the type of sealant. Fluidapplled membranes used as flaslang In exterior walls shall comply with AAMA 714. The flashing shall extend to the EXTERIOR SHEATHING RUBBERIZED RUBBERIZED ASPHALT Minimum) surface of the exterior wall flnish. Approved corrosion resistant fl�hinga shall be installed et the following locations ti c v a a s ti 0 N E a v 3 h m 5 `era>�Q pSl O mTn�i�i -Z-Z� ,��CEN F•9�s.� o r i m v, No &7 04 �. N is t0 w f o ',:SI•' STAT OF ' -! .• ©- n7 < C P a .�pc�..Lnq O +" e .t; o',�B,J71 f ile io_1 '%`w w 0 v m i c m E "p $$p55 m aSEv N W ° Z y W� ?�5g�Z W�$� ��� v 8 m$m9 it hcrvo ii asp W �,;r=af W v a Efiw R LLfi a w w -s € W O <.g- o z m z gar Imo Z z o sae y�r� m v„mom m o s� Z mN� m as W Qnamffi�o� a F.E� U O 'S. o .g ° WWW,FMENGCOM ❑ 0 ❑ N M N Z M O m Z Ez� L� a o { J LL 3 Z z m c QJ 9 ¢ o - - o _ H- C) E uea L Ow o UQ& m S �N w O 2O o �� - 0 J N a m = o^N Uco� c v V a a m o m sS1m N `� DAMS HOMES N 'a FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE v Job Information: u� m a o ti m m O9 6 H 7 Z (D r o LO r W y m -r a -I r 3 Z m .I W ZD v o ° Jm0V)LO Vl Model Name /Number: 1780 o � Plan Issue Date: N Monday, January 6, 2020 KA PROJECT NUMBER: y 19-8494 rn Sheet: Of o WATER PROOF DETAILS f. fel l r00 o WP07120 OUTSIDE CORNER W P O V ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE 1 1/2" to tamm t -0 E m L U CV - X Q CV >, Q SL T a E -Ln o c��y L o � T m� c LO Ln 0 D c 0 M @ CC r C �l � a) J rr � Q CD 1 - Gi r CV CD Lo tm 2 0 _J J 'L3 .— , .D LL JI � z .— r� L � 'C3 � i u m v � 75 L J L 1% •{ + T^1 n 4 C