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HomeMy WebLinkAboutBuilding PlansSTRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA INDEX OF DRAWINGS (� �I` 17 TERMITE SPECIFICATIONS: R31S.J- CAST IN PLACE CONCRETE CODE CRITERIA TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, SHT NO: TITLE C S MUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS) A SLUMP OF 5" BARING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT 15 IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." NOTES: N 1. ALL COBETE HALL HAVE A MINI PLUS OR MINUS 1", AND HAVE 2 TO 5%AIR ENTRAINMENT, 2. HOOKS SHALL BE PROVIDED AT. DISCONTINUOUS EN1DS 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM X1064A/ THE 6% OR POLYPROPYLENE FIBERS FOR SLABS ON 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL A615M GRADE 40 U.N.O. REINFORCING FOR FOOTING AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. OF ALL TOP BARS OF BEAMS. OUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY, OR 11/2" TO FORM U.N.O. A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN GRADE TO BE MIN .75 LBS OF FIBER PER CU81C YARD. BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM A615/ SHALL BE SUPPORTED ON PRECAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL FLORIDA FIRE PREVENTION CODE 6TH EDITION (2017) FLORIDA BUILDING CODE ACCESSIBILITY 6TH EDITION (2017) NFPA 7414, NATIONAL ELECTRICAL CODES (NEC 2014} &6TH FBCR Ch. 3443 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318.14) SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301-10) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION • 2015 EDITION 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 B USING ADDITIONAL CROSS -REINFORCING TIED TO LINTEL PLAN PAGE. 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORI EPDXY, THEY MUST FIRST CONTACT THE ENGINEER 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RA BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTN PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLA TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY OTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON G ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT: IF CONTRACTORS WISH TO USE A DIFFERENT F RECORD FOR WRITTEN APPROVAL. N GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 6th. EDITION (2017) IS TO THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE ED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. WOOD FRAMED CONSTRUCTION MANUAL 2015 EDITION APA PLYWOOD DESIGN SPECIFICATION 2012 EDITION ALUMINU SOCIETY OF CIVIL ENGINEERS: ASCE/SET 7-10 ALUMINUM DESIGN MANUAL- 2015 EDITION 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. 2. WALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: EXTERIOR COVERING MASONRY WALL CONST. (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (B) LOCAL STATE AND FEDERAL BODIES R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C 926 AND ASTM C 1063 AND THE PROVISIONS OF THIS CODE. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING 70 ASTM C90-014, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 1900 PSI (f m=1500 PSI ) 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASIM C270-12A. 3. COARSE GROUT SHALL CONFORM TOASTM C476 WITH AMAXIMUM AGGREGATE SIZE OF3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS DEFLECTION CRITERIA EXTERIOR WALL LATH ATTACH EMENT OF 3000 PSI SLUMP 8" TO ii". CONTINUOUS liv NRY 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. ROOFTRUSSES* LL/360 TL/240 COMMMENTS: LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS EXPANDED METAL OR 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 CIA OR LOFT, ROOF RAFTERS LL/180 TL/120 WOVEN WIRE LATH SHALL BE ATTACHED TO WOOD. SHEATHING WITH 11/2" LONG, 11 GAGE NAILS HAVING A WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. ROOF RAFTERS (W/O CLG) LL/360 TL/240 7 16" HEAD, OR 7/8" LONG, +6 QAOc STAPLES SPACED NOT MORE THAN 61NCHES ON CENTER VERTICALLY 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 ON LINTEL. PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF FLOOR TRUSSES/ BEAMS ** FLOOR I- JOIST*** LL/360 LL/480 TL/240 TL/240 AND HORIZONTALLY (REF. 2017 FRO 111703.7.1). *TL MAX 2" UP TO 4OFT SPAN * *TL MAX 3/4" +** TL MAX 1/2" R703.7.2 PLASTER. PLASTERING W/ PORTLAND CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHEN APPLIED OVER METAL LATH OR WIRE LATH AND SHALL NOT LESS THAN TWO COATS WHEN APPLIED OVER MASONRY, CONCRETE. R703.7.3 WATER -RESISTIVE BARRIERS. GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. 8. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. 11, CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL GENERAL ROOF LOADING WOOD CONSTRUCTION SHINGLE METAL TILE HEAVY WATER -RESISTIVE BARRIERS SHALL BE INSTALLED WHERE CEMENT PLASTER (STUCCO) IS TO BE APPLIED OVER VAPOR -PERMEABLE BARRIER. THE INDIVIDUAL ALL INCLUDE AWATER-RESISTIVE APO WOOD -BASED SHEATHING, SHALL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. THE BARRIERS SHALL CONSIST OF ONE OF THE FOLLOWING. ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, END BRACING) SHALL BE EITHER AS SPECIFIED IN F.LAN SHALL BE USED. AT A MINIMUM, ALL WOOD STRUC SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLE OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL URAL FRAMING MEMBERS SHALL BE S.P.F. #2. TOP CHORD ILL TOP CHORD DL 20 7 20 7 20 15 20 25 1. TWO LAYERS OF AN APPROVED WATER RESISTANT BARRIER MATERIAL IN ACCORDANCE WITH R703.2. 2. ONE LAYER OF AN APPROVED WATER -RESISTIVE BARRIER (PAPERBACKED STUCCO LATH) OVER AN APPROVED SYNTHETIC HOUSE WRAP. 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTEND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY 0 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS D FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND F THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION BOTTOM CHORD LL* BOTTOM CHORD DL 0 10 O 10 O 10 0 10 TOTAL (PSF) 37 37 45 55 R703.4 FLASHING. IN MANNER TO PREVENT APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION A ENTRY. OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING 4. MANY OF THE NEW PRESSURE TREATED WOODS U VERIFY THE TYPE OF WOOD TREATMENT AND TO SE CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. E CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, AC C AC D ECT APPR P Q- Q- . R STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. BOTTOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE 20 COMPONENTS. FLASHING SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. • 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. 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH E 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CON T WITHOUT WOODEN TOP PLATES. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PAT RTH OR. CONCRETE TO BE PRESSURE TREATED. CT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS ERNS. ATTICS W/ HEAVY STORAGE * ATTICS W/ NO STORAGE (NON -CONCURRENT) 50 10 NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 8. ALL ENGINEERING LUMBER TO HAVE THE FOULOWP G MIN VALUES U.N.O. • 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. PARALLAM COLUMNS: 1.8E Fb = 2400 PSI 1v 9. SEE PLAN NOTE FOR ADDITIONAL ROOF WALLSHR ROOF DECK: PLYWOOD GC/GD, EXTERIOR OR OSB FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED �48/24) ICROLAM (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP 1.7E Fb=2400 PSI MIN. WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE, APPROVAL FROM FOR OR INDICATED ON PLAN GENERAL FLOOR LOADING WALL SHEATHING: 7/16" STRUCTURAL I OSB EXPOSURE 1 OR 15/32" RATED OSB EXPOSURE 1 TOP CHORD ILL - 40 {PSF) COMMMENTS: A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION.. PER R604.3.15 SHEATHING SHALL NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED 10 PS WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH .WIND SPEED (ALLO\iABLE) 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 5 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-j VALUE DENOTES SUCTION DIAGRAM AREA ® O (+) 27.6 (+j 27.6 10 29.9 (-) 37.0 (+) 26.5 (+) 26.5 20 (•) 28.8 (-) 34.4 OGD s 50 (+) 24.8 (+) 24.8 (_} 27.1 (•) 31.1 0 bQ (+) 23.4 (+) 23.4 100 (.) 25.7 (-) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x 7'd" 16'-O" x' 7'-0" O 51.3 (+) 24.3 (+) 23.3 j) 27.5 (-) 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" - END ZONE IS ONLY W/IN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. 1 COVER SHEET DECEIVED 2 FLOOR PLAN JUN 15 7020 3 FOUNDATION PLAN 4 ELECTRICAL PLAN = PergEtt�j1eEo��ne"t 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN m S-2 DETAILS S-3 DETAILS S-4 DETAILS 2 S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS M-1 HVAC y m v a tits tTBE/r �°, ,1°0 TO *1 RX S eB SSE C& IN° - c 5 t O P! E E (IAA c) a c 'o V 8 A B � gcwgF F Et0 w p 00� sill. a * * * I.. I TOP CHORD D1 ( F) A6 IIH w PRE ENGINEERED WOOD TRUSSES BOTTOM 0(PS19 SEE FLOOR PLAN 7 R ACTUAL PRESSURES ®ffl! a� w W a BOTTOM CHORD DL 5 (PSF) o LL s,S = � � 9L w 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER m ao STRUCTURAL PLAN 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS SPECIAL FLOOR LOADING g e W 000, -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. x w i B °° ro M 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO GAME ROOM 60 (PSF) COMMMENTS: o-'r' Z WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. BALCONIES/ DECKS 40 (PSF) v § B. 68 M o ffi 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. BALCONIES OVER100 SQ:FT 100 (PSF) o 0 cal 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) i ; -.x El THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. w g w,mv.,osrrve'cani 0 6. DESIGN SPECIFICATIONS FOR LIGHTWEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. LIBRARIES READING ROOMS 60 (PSF) STACK ROOMS 150 (PSF) z r O � 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. Ero o SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, 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 ,o 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) S z ry --- 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 `o $ i SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 (PSF) 3 a STAIRS 40 (PSF) v UPLIFT CONNECTORS FOOTNOTES N z g d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED THE TOP. TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD f. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTANDA m NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. MORE INFO. E w o BUILDER FIELD REPAIR NOTES GENERAL NOTES: UI DER NOTICE: 1. MISSED "1" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. It Is the Intent of Designer/Engineer listed In the tltlebiock of these N w 00 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 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 �, C) ! 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 review all the information contained in these documents, prior to ' ® a 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 Deshler/Engineer are not w�tI,, PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY O CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY responsible for any plan errors, omissions,or misinterpretations 2• DURING BOND BEAM POUR. � CONTROL OF CONSTRUCTION SITE: undetected and not reported to the Designer / Engineer prior to ® DAMS HOMES 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONIC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. construction. All construction MUST be in accordance to the a HEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (FOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE ui To FOOTING). information found in these documents. Any questions regarding the 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAYBE SUBSTITUTED WITH (1) MI6SIMPSONRM LIFTS TWIST STRAP AN 172 / (4) F C RN STRAP TO CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED E0, SCHEDULING AND SEQUENCING ON WORK, JOBSITWHATSOEVER. SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT O Information found in these plans should be directed to our Quality FLORIDA CONTRACTORS LICENSE NO. CRC1330146 RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE i MASONRY AND ACTOR NAILS TO TRUSS FOR UPLIFT LESS THAN /4" x 1 (USE (2) MTSM18 FOR (5)114 LESS THAN TENS O. IF CORNER STRAP IS TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER Assurance Manger at 321.972.0491 immediately. No backcharges 3000 GULFBREEZE PARKWAY MISSED CONTRACTOR TO INSTALL (2) SIMPSON HG M10 W/ (4) 1/4" x 1 1/2" SDS SCREWS AND (5)1/4 x 2 1/4" 7ITENS ONE EACH SIDE OF TRUSS. will be considered for reimbursement by the Designer/Engineer w 'AITB PERIL OR CONDITION, AT ANYTIME, EXPRESSLY INCLUDING, BUT NOT LIMITED T0, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER " GULFBREEZE FLORIDA 32563 NO MORE THAN 10 STRAPS MAY BE! OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM FOR. IF GIRDER TRUSS CONNECTIONS ARE without advanced notification and approval by the , CONSTRUCTION AND HA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES 70 PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON. m MISSED, CONTACT THE FOR FOR SUBSTITUTION. DesignerEngineer. Payments WIII be made In accordance to the t a terms of the agreement. DIVISION LOCATION: PORT ST. LUCIE 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 W/ (26) CODE REFERENCES ARE SUMMARIES FO CODE SECTIONS. 16d x 2-1/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENTAND MIN 3" EDGE DISTANCE. CONTACT SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. VI Job Information: FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS.. 8 MASTER REVISIONS m o � DATE DESCRIPTION o O 10-17-2012 Changes per field meeting on 10-11-2012 in Daytona a a I- 0 JWJA\DAMSHOMES z _ c W � �� Of Northwest Florida® E 00 C N ro N 1 In 3 N 0 m a 120 z OJwm ¢I D�2 GILDING DN1S10N _I m i� (��� pp j� j� I� F��j ((�� PARKWAY (j4 p F�'�g F� (�j�`7] �( }} / �2 �2 L�CIE COILS NC Model Name / Number: I' 000 UL FBREEZE P!r=i1 tl GUL B liLt-.�EZE, FLOR V9i1 322 3 REVIEWEDFORC � - REVIEWED BY 6E {(EP? ON ]CaB 1512 MADEor oATE MI N 5) WILL BE PIAN5 ANNOP NSPECT Plan Issue Date: 51?E OR Tuesday, May 12, 2020 DV KA PROJECT NUMBER: MODEL 1512 x 20-3041 I T Sheet: w Of: (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. (") SLOPE MAY VARY 24" MAXIMUM DEPTH. GENERAL FOUNDATION NOTES IF GREATER THAN 24" CONTACT FOR OR IF GREATER THAN 24" CONTACT FOR OR UNLESS NOTED OTHERWISE REFERENCE FMASW FOR STEM WALL OPTION REFERENCE FMASW FOR STEM WALL OPTION 1 PROVIDE N IN. 6 MIL APPROVED VAPOR BARRIER. ALL JOINTS TO BE REINF. OPTIONAL CURB FOR '� '� F FFIE_ VARIES LAPPED MI .6' AND SEALED. GRADE SEE PLAN MASONRY @ ELEV. 0'-0" ; ' :,; - - — 2 4" 2500 PSI CONIC. SLAB W/ 6X610/10 W W F, OR MINIMUM .75 LES r s,_,- ; ,.�.� •". W/ (1) - #5 BAR CONT. ", i OF FIBER PrR CUBIC YARD FlBERMESH/RBERMIX ADDED TO THE CONCRETE IN ACCORDANCE W/ MANUFS INSTRUCTIONS AND NER-284 FOR FlBERMESH OR NER-414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER.&iTREATED FOR TERMITES. (N >( 2 STORY: 20" X 20" 3 • INDIWTES FILLED CELL W/3000 P31 CONIC. FROM FTR. TO • •, REINF. N W (3 - #5 CONIT. BEAM W/ (�1) #5 REBAR GRADE 40 U.N.O. TYPICAL ABV. SLAB. HOOKED FIG SEE PLAN ;1 DOWELS 17" EMBEDMENT W/ 25" EXT. ABOVE SLAB. 16 (2) #5 REBAR REBAR 16" 4 CONSULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR BEARING RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. B EXTERIOR SLABS SHALL SLOPE I/12'PER FOOT AWAY FROM HOUSE U.N.O. ON PLAN. FM01 SINGLE STORY FTG 1/2"=1'-0" FMO2 SECTION @ GARAGE ii2"=1'-0" 6 NO WOOD STAKES PERMITTED IN FOUNDATION. 7 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. G.C. TO DETERMINE STEP LOCATIONS iF REQUIRED. REINF. SEE PLAN F.F. S ALL FOOTING SHALL BE MIN 12" BELOW GRADE 9 MASON TO COORDINATE WITH BUILDER ANY ELECTRICAL REQUIREMENT " THROUGH SLAB I 10 PROVIDE 4" STEPDOWN 70 SIDEWALK FROM ENTRY 8 (1) #5 REBAR 11 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: CONT. 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 PpRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATItiN DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95%OF MAX. DRY DENSITY AS DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR) IN EQUAL LIFiS NOT TO EXCEEDING INDICATED FM03 THICKENED EDGE 1/2"=1'-O" =1,-0„ EENDEIGNED FOR ASIZES ON THE FO NDATY HAS BEEN DESIGNED FOR A MINIMUM SOIL O 20O BEARING C PACITY Of 2000PSF. (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE OF GARAGE DOOR. EXTEND 6" BEYOND F.O.M. EACH END, TYP. GAR. FIN. FLR. ( V ALIGN DRIVE W/ BOTTOM OF RECESS & PITCH DRIVE N 2 STORY: 20" X 20" 4" CONIC. DRIVE W/ 1/2" EXP W 3) - #5 CONT. JOINTS 10" O.C. TYP. 18 (2) #5 REBAR FM09 I SECTION @ GAR. DOOR 1 1/2" =1'-0" 2x BRG. WALL 2 STORY: 20" X 20" (SEE FLOOR PLAN W 3 - #5 CONT. FOR MORE INFORMATION) SEE PLAN MARK 512E DEPTH REINFORCING F1.0 V-Q- 24)' 2' 3' X DOW. X T-0" "X 2'-5" ^ X W-0" P-0" 1%0" 1'-0" 1'-0" 2 #5 E.W. SOT. 3 #5 E.W. DOT. 3 #5 E.W. DOT. 4 #5 E.W. SOT. F2.0 F2.5 F3.0 F33,6 3' " X 3'A" 1'-0" 4 #5 E.W. DOT. F4.0 4' " X 4'-0" 4'- " X 4'-6" 5' ° X 6-0" 6'-0" X e'-0° 1'-0" V-4" V-4" V-4" 5 #5 E.W. DOT. 5 #5 E.W. DOT. 6 #5 E.W. SOT. 7 05 E.W. BOT. F4,6 FS.0 F6.0 8„ 4„ REBAR FM11 STEP DOWN BRIG.1/2"=r-0" FM12 STEP DOWN NON BRIG. SEE PLAN OPTIONAL CURB SLOPED GROUT OR MASONRY AT TO DRAIN 4"x 4"x 16" s �) SEE PLAN ELEV. 0'-0' WITH CURB O w TYP. SEC. " (1) #5 BAR CONT. �(G.C. VERIFY) a0 I z _I ,77 ^i , , F.F. REINF. iO (SEE PLAN) o: , 2 45 CONT. INSTALL LINING ` �_, , w 2 #5 BENT BARS W/ MATERIALS PER w w , ; ,•"-. ; "= MIN. 25" LAP SPLICE 0) U) -, , . FBC-R P2709.2 MUDDED FLR. 16" SLOPED TO DRAIN MIN. - !� #5 CONT. FM14 I SECTION @ RECESS SHOWER 1/2" = r-o" FM18 TYP. STEP FTG. DETAIL ALTERNATE: REINF. THE REINF. BARS SHALL BE GRADE SEE PLAN CONTINUOUS AROUND CORNER #5 CONT REINF. BY COLD BENDING THE BAR WITH SEE FND. FOR MIN. BAR LAP OF 25' QUANTITY ad #5 X 25" X 25" c CORNER BAR ONE a £ FOR EA. HORIZ. iv REBAR, TYP. U.N.O. -(2) #5 REBAR 4/C CHASE 2 STORY: 20" X 10" 4" PVC SLEEVE THRU FOOTING W/(3)-#5CONT. FM19 TYP. CORNER BAR DETAIL 1-1/2^ = r-0" FM23 TYP. FND PENETRATION 1/2" = 1'- Q' STEMWALL SCHEDULE STEMWALL FOOTING DIMENSION NUMBER/SIZE OF BARS LAT. MAXIMUM F.C. SPACING (D.C.) d i STORY d 2 STORY b 1 STORY b 2 STORY HEIGHT (h) IN STEM WALL O'-0"-7-0" W. 10" 16" 20" W/ (2) #5 BARS <674# 61-8" >2'-0"3'-4- 10" 10" 20" 24" W/ (3) #5 BARS 674# 5'.4" >3'-4" - 4'-0" 12" 12" 32" 32" W/ (4) #5 BARS 845# 4'-0' W/ (5) #5 BARS CONT. r4'-0" - 5'-4" 16" 18" 48" 48" & #5 @ 18"A.C. TRANSV. 1162# 2'S" SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL SEE CHART ABV. -MAX F.C. a o 0 SPACING (O.C.) W.W.M. TO BE TIED TO#5 CONT. REBAR , (1) #5 HORIZ. CONT. TIED TO EA VERTICAL REINF. BAR #4 TURN BAR 0 STEM WALLS GREATER THAN 4'-0" (1) #5 HORIZ. COW, TIED TO EA, VERTICAL REINF. B " FIN GRADE 8" MIN. + TO TOP OF , `•- STRIP FTG. ,! . COMPACTED CLEAN FILL IN MAX 12• LIFTS STRIP FrG. W/ QTY OF \ I "MIN. COVER d REINF. PER SCHEDULE �I (3 SHOWN) FMASW I STEM WALL SCHEDULE NOTES: 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE " 2-W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND STEM CAN AND -VERT. F.C. ABV. FDN. WALL WHEN WALL EXCEEDS 4'-0" FlBERMESH NOT BE USED PER PLAN SPACING #4 TURN BARS ARE REQUIRED @ EACH FILLED CELL LOCATION. EACH BAR TO NOTE TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM #9E 3.I1F STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO CONSTRUCTION FOR MORE INFORMATION 4.G.C. TO PROVIDE ADEQUATE BRACING OFSTEM WALL WHEN UNEVEN BACK '16„ FILLING IS TAKING PLACE y .0 5,#5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK @ 16" U * O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" 16" C; TALL (TYPICAL ALL CORNERS) 6, if STEMWALL IS WITH IN 5'-0" OF POOL OR WATER FEATURE FOUNDATIONS 7' ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. b *SEE NOTE a 8,R.403.1.4 MINIMUN DEPTH: ALL EXTERIOR FOOTINGS (BOTTOM) SHALL BE PLACED AT LEAST 12" BELOW THE UNDISTURBED GROUND SURFACE. 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0' TALL NTS %{yi"l 7200 11000 16600 21SDO 280DO 34500 42500 61500 LEGEND 0 - INDICATES SINGLE -STORY FOOTING INDICATES TWOSTORY FOOTING - INDICATES PAD FOOTING TL TO SANITARY SEWER .,.. T'� VTR PLUMBING RISER AN OUT A/C COMP & PAD " 13' 6" 4" CONC. SLAB 11' 2" 13' 4 W/ W X S" THK'N EDGE 54" 2110. 3' 2" 7' 0" 3' 4" Or Al 5Ti III ';II FM01 o mm FM03 tm 3 LL�L _i 1 ■111 0 ■ ------------------- _--------- __________ ■ ■ -------- ---------------- - •--------------- --------_•____ ,. , o FM11 ; I m 0 11 STEP DOWN 4" O 1 ' ■ 1 F / ` 1 , � �`, ROVIDE CHASE I o ``„ `� FOR HVAC UNIT , ■ � � 00 f,J L y PROVIDE. ELECTRICAL & PLUMBING ■ ' SERVICE THRU SLAB @ ISLAND ' J LOCATION r, (REFER TO FLOOR) i» ■ iD f ~ m i FM01 \� it i r 11 .01 ---- J r -- �1 LL J V ~ 1 •-------- --- / 11J w �V` ILL -IIit L L J 1r I �1 1 — a; ------------- - I 1 O �. 22' 10" `V 1' 10" - 10, 2„ 3' 2" 0 LO - Q` ' 1 pJ 1 � ' } r.— — LL r�Ir$X5 i DI ■ �Q` I p I .W : I I 3 II FG I1. J-- -lls- L------ - II SHWR -- 2' 1Oil d. ,. � � VTR MAX. ANSON BOX ALL -•_. -- g LGT.35'-0" 6".AFT ',W.H� ■ •-2;;5 _ 4---'. g i I __r %-_l •• ra I , LLB 'A II I , 'I I m 1' , I 1 ' O N I ID FM12 ' i ■ I 13 4" ,+ 5' 4" I , , C.J. SEE NOTE 6 ; i0 0 r zo N - EP DOWN 4"U0 \M-.M-Fm WHOSE BIBB a I , 0 12'0' 2' 0' 5"4' 2-0-''. i 2' 0" 3 2' M 1610. 2, 0, o F2.5 o » - o AFF2.5 --------------------- -- - - - - Cl5 0 4'8" 19'0" 38' 0" FOUNDATION PLAN ELEVATION 'IC'1 SCALE: 1/4" = V-O" ��FV yT 11 p F FuVtl I%%081 B aE- 1pti ro� e GoEy$$gg�@Tm F to N OE'. �Big m lii iL-' lLL g8�'Sti phi %S a 2 Fn WSm m m of w s' o� In z9 g s,S ■ o p uJ 4 s 15 WWN.RJSEN6.COM ❑ ❑ ❑ Z � M Z M Z m -, J `o Lowa — toQ< vy W � (_� o E I 0W� t/1 c m ul = i Ilk U 12 C Epo W 0 § J g ©� a) o 00 14m FLORIDA CONTRACTORS LICENSE NO- CRC1330146 3000 GULFBREEZE PARKWAY OULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: N� I..L O : a Z o w C) a u (D N N � M m c c1 UD 3: ,D i cn m D OJLLJZD m JmCO(f) LO ® Model Name J Number: 1512 Plan Issue Date: Tuesday, May 12, 2020 c u KA PROJECT NUMBER: 20-3041 Sheet: w Of: `I(i LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING A RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING S.F. LIVING = 1512 x 3 = 4752 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 (5) 4500 BATH FANS 100 WATTS EACH 200 GEN LIGHT'G & RECEPT. + APP. CIR. = 33,086 SUBTRACT 100 % OF FIRST 10,000-10,000 A= 23,086 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 0 100% = 10,000 + 40% OF "A" = (.40 x 23,086) = 9,234 + 100% OF "B" = (10,000) = 20,000 TOTAL WATTAGE = 39,234 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 163 ASSUMED EDGE OF WALL WALL )OR TO CEILING) USE 2 RED HEADS TO ANCHOR WALL .TERNATIVE PROTECTION BARRIERI N.T NOTE: / KEEP COACH LITES OUT OF BANDING, QUOINS, AND / ROUND COLUMNS WHEN POSSIBLE. REFER TO ELEVATION FOR TRIM. ELECTRICAL PLAN ELEVATION "C" SCALE: 1/4" = f-O" w w W 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 DSTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCIs (ARC FAULT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT IN ALL DWELLING UNIT PER 6th EDITION FBCR E3902.16 ALL 15 AND 20 AMP BRANCH CIRCUITS ARE REQUIRED TO BE ARC FAULT PROTECTED. 7. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED INALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70-14. SUCH DEVISES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 8. COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE PERMITTED IF EACH MEETS THE APPLICABLE UL STANDARD. 9. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 10. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 11. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 12. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2017 THAT HAS A MINIMUM SOUND PRESSURE RATING OF 85 dBA AT 10 FEET, AND EITHER HARDWIRED OR OF THE PLUG-IN TYPE. THE EXIT ALARM SHALL PRODUCE A CONTINUOUS AUDIBLE WARNING WHEN THE DOOR OR WINDOW ARE OPENED. 13. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' IF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLESTS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THE 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS, PER 6th EDITION FBCR E3902.6 14. IN ALL AREAS SPECIFIED IN N.E.C. 210.52 AND IN 6th EDITION FBCR E3901, ALL 125 VOLT, 15 AND 20 AMPERE RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. PER 6th EDITION FBCR E4002.14 AND NEC 406.12(A) 15. RECEPTACLE OUTLET IN GARAGE FOR GARAGE DOOR OPENER TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI). 16. ALL PERMANENT INTERIOR AND EXTERIOR LIGHT FIXTURES TO BE 100% CFL BULBS ELECTRICAL LEGEND ® SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH FLOOD LIGHT $4 FOUR-WAY SWITCH $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE � TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET y W GROUND FAULT INTERRUPT w � DOOR BELL CHIMES (� WP WATERPROOF W/ GROUND FAULT 0 220 VOLT OUTLET O-- DOOR BELL ® SPECIAL SERVICES OUTLET D0 P DISPOSAL TV❑ T.V. CABLE OUTLET L� DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING J JUNCTION BOX WATER PROOF RECESSED LIGHTING T� THERMOSTAT ® BATH FAN Q LOW VOLTAGE LIGHTING ( BATH FAN W/ LIGHT C INTERCOM SYSTEM �® L.E.D. DISC LIGHT ® GARAGE DOOR PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED SAME AS UNDERGROUND WITH ELECTRICAL CONTRACTOR 200 AMP SERVICE 200 = 210 COPPER OR 410 ALUMN. IN 2' CONDUIT METER MAIN DISCONNECT 200 AMP A/C DISCONNECT UNDERGROUND SERVICE # 14 COPPER TO LIGHTS AND OUTLETS POWER COMPANY Typ ELECTRICAL #12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE INTERSYSTEM # 8 TO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD Wl MIN. 8' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. 0 N O N N m 2 T m 'a N N F co w9 04 Op a GG''GG 10 W W J J JJ LL EsSNm rye. ,V" W a ,si mw sgs "i �E zam a ui w d z a8 Qa o E. rA. u O ° mmm H�_ s�$yg �aiXd ZLL a 8gLa 9 12.9 WVA.FD8ENG.00N ❑ ❑ ❑ 9 ° Z N p Z m c Q a J � d — y Z o C ` (W' '4,' w r � O E Q w D 0 w �' t- U 2 N E w O ° U o aim A FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 I PORT ST. LUCIE ♦ Job Information: I 0 a z c ° C a L0 LL.I ° 04 0 m �y M N z ,I U7 F—Y U � m M a QJLIJZ m un o LL J Ill W (n VI Model Name / Number: JL512 VI Plan Issue Date: a Tuesday, May 12, 2020 ♦ KA PROJECT NUMBER: s 20-3041 T p Sheet: Of: 0 tam ELECTRICAL PLAN FILE COP T_fLM_ 0 bo 00 <D HD.HGT. FIN-M.--- LITE TEXTURED DECORATIVE m CEMENTITIOUS COATING --- --- -- _--_ _ 1A3 SH FINS FLR. - — ------ -- El 2050 48" OFF RIDGE VENT I�6 DBL 25 SH 3050 SH 3050 SH — LITE TEXTURED DECORATIVE 2868 DOOR CEMENTITIOUS COATING REAR ELEVATION SCALE: 1/4" =1'-0" RIGHT ELEVATION SCALE: 1/4"=1'•O" 48" OFF RIDGE VENT 48" OFF RIDGE VENT 48' OFF RIDGE VENT VENTILATION CALCULATION Formula = SF / 300 / 2 * 144 = net sq Inv Iles of verklna needed eeualry for intake and exhaust Soffit product provides 4.12 net eq In / of Ridge vent provides 1&00 net sq In / If OR ridge vent provides 138.00 net sq In /sf Overhang distance 1.33 .ft S.F. of Area to be Vented (SF) 2117 S.f. Total needed for exhaust for upper 1/3 508 net sq Inches Total needed for intake (soffit area, lower) 508 net sq inches Number of Off Ridge Vents for upper 1/3 needed 4 L.F. of Ridge Vent needed (can be used In combo with ORV) 28 Lineal Feet of Soffit needed to meet required 92 Lineal S.F. provided by plan 194 - — -T.O.M. -------- ----'------ - - —- ■ LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 23 SH 25 SH _ _HD=HGT. 'pd Ip _ FIN_FLR_ 2050 HD. HGT. M m 00 o �o FIN. FLR. _ LEFT ELEVATION SCALE:1/4"=1'-O" T O.M. FiG77 INININIPFE-M IN MIN LITE TEXTURED DECORATIVE 2050 SH CEMENTITIOUS COATING 3050 SH 2O50 SH 3068 DOOR w/ 16070 OVERHEAD DOOR 3014 ARCH TRANS.ABOVE FRONT ELEVATION "Gill SCALE:1/4" =1'-0" bu a w S m t W N S ,R,ttfOR e�� O R /® E Q 6 ` C) vG �A� G 8aw8g tl m N r` =�p8saa� � E ggm 0N�o6 <Ji ps_-e � u�mz 8m' tea" w &e tlm o_ �r I, 4i W $ g Z 1- a M z 0 =sa tl9s�I & $ o 0 � g E�, Z V O gs12e 0 !- e m WWW.roSaVe.COM ❑ ❑ ❑ I� � Z S Z m v a � y Z ^Y a W 4--+ w i. .2 0 W O N ro rU `= E w Op S �00 ; - Q 0) 6 Of m r%www4 ur%urA= IFLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 I PORT ST. LUCIE IVI Job Information: O FL z 0r-i W N 0 o LO y 3 m M z .NI 1 o • • F- �< (.� m Cn cc a� o -J LU� M _I im (Q (n Model Name / Number: 1512 Plan Issue Date: Tuesday, May 12, 2020 KA PROJECT NUMBER: 2"041 Sheet: 5 Of: 1 ELEVATIONS-C * *ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING 20'-0" MAX 20',0" MAX LTHICKNESS IS 15/32".) IF 15/32" IS SEE DET. T1303 USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP SECTIONS G.C. TO PRI BLOCKING' W/ APA REi FOR SPAN I 7/16' OSB SEE "HIP/F BLOCKING" EQ. Q CONTINUOUS BOTTOM CHORD "X" BRACE SEE BRACING 2 X 4 MIN. SEE DETAIL 7BO4- - - - 9 )VIDE DETAIL TB01 '0 COMPLY :OMENDATIONS- IATING OF g - - 4 IDGE DETAIL - - - 4 - Z J V Q - - o � a a 4 a EQ. xg} 2 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) 'IT" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. T11305 I REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN SOTS i 4 FT. O i L____________________________________________________________, I I 4 Fr. I , I 2 , , 2 I � I L_____________________________________.__________-.' 5 FF,. 4 Fr. O 5 Ff 4 Fr. O2 ♦ ♦ i 1 I I OL. 0 - 1 OO 1-- ♦ ♦`: I - ♦ 4 Fr. I T------------------------ O ® __________�• T--- 4 Fr. 0I 0 4 Fr. O3 ROOF NAILING ZONE DIAGRAM O NAIL AT BASE 2 ROWS @4'O•C•W/8d COMMON NAIL ROOF NAILING SCHEDULE: © NAIL AT TOP PLATE TWO ROYJS@4"O.C.W/adCOMMON NAIL NAILING ZONES (SHINGLE AND TILE) O NAIL OPENING PERIMETER @ W O.C. W/Sd COMMON NAIL ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD O NAIL INT. AT 3" O.C. W/ 8d COMMON NAIL ZONE '2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4- OTC IN FIELD O STAGGER ALL VERT. JOINTS & NAIL @ 4" O.G. (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING W/8d COMMON NAIL SHAN < NAILS) FO. PLYWOOD SPLICES @ HEADER - NAIL . SHEATHING TO HEADERNOTE: W/ 8d COMMON NAILS @ 4" O.C. 7116" OSB MIN. (SHINGLES) SPAN RATED 24/16 GO (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL OR R OF SHEATHING: (APA RATED EXPOSURE 1) 15/32" OR GREATER MEMBER IF GABLE END COX PLYWOOD (TILE) NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2" SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE PER NAILING SCHEDULE. PANEL EDGES WILL. NEED TO BE ATTACHED TO MORE THAN 1/8': STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM 1/$- SPACE IS ALTERNATE PANEL WALL SYSTEM (PREFAB) ATTACH WALL SHEATHING W/ RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW 16GA x 13/4" STAPLES & 2" O.C. ON EDGE & 4' O.C. IN FIELD. FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8' 15/32"OSB (2} 2x TOP PLATE 15/32" OSB EXPOSURE) EXPOSUREI BEYOND SHEATHING SHEATHING - II II n 1 II II II II u n PROVIDE I II BLOCKING AS I II REQUIRED PER - o SECTION X-X IF 11 NOT FULL II II HEIGHT SHEET U II II II II II II II ® �LOOR SYSTEI 1 17 WALL SHEATHING 2x RIBBON - VERTIC, OR BLOCKING BETWEEN FLOOR SYSTEM 1--NW /4' S f 1/2" II I III I I II II II I II II II I I I II it 11 I SOLID2x BLOCKING @ ALL w w = J SHEATHING w III III C I I II II II I I I II. II I I EDGES (SEE �w SECTION X"X) z III III OPENING II 11 I I -ir - IF - pr - III p C H I II II _ III II II II It II 11 II If II wo STUDS = i I I I I III BEYOND. rn III I I II I I I It II II a SEE PLAN o ill tl II 1 11 I1 II I III I II if I II II II 11 v00iz I Jl J `- HORIZONTAL WALL Ei�EVATION DIAGRAM "S" - NAIL SPACING 2K4 P.T. BASE PLATE BEYOND SEE PLAN .- c) LID n n n n n n n n n n n n n Ln ch - U U U LU W W W W W W W W W W W W U CJ1V CJ1V ro CJ3V 04 CJ3V L) 145 ti CJ5V ADD (1) SIMPSONSIC 15600 @ 16" CJ5V O.C. TO TRUSS AND PLATE BELOW ' 3/12 Vault 8'-0" Clg. ADD [F.1) CONNECTOR AT- 015 BRG. POINT TOP & BOR. ALONG W/ ADDED 2X BLOCKING 1 U-0" Cig. 10'-0" Clg. 10'-0" Clg. LI 1 F ;� tiUL W W W W LU W W WLL2 aoQ a B01 J w � EY Q� CJ 1 1 CA SEE STRUCTURAL o R 00 w NOTES AND NAILING 2 $ ¢ SCHEDULE FOR y �3 �p LLp ~ LL LU w T -7 n -1 n B n n �. n n �4/ (2) SHEATHING DETAIL �,� U W W W W W W W W W U 2"x4"CROSS BRACE • GE21 APPROX. 8" FROM C 6C RIDGE FASTENED AT EACH JOINT W/ (2) TRUSS LAYOUT PLAN-C NAILS S@EA. ENDS SCALE:1/4"=1'-0" 2x4 PANEL BLOCKING AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7/16" FLITCH PLATE TO W/ (2)12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS ALTERNATING (2) 8d NAILS @ 3" O.C. A STAGGERED SECTION X-X *CONTRACTOR TO INSTALL EITHER HORIZONTAL OR VERTICAL BLOCKING AS SHOWN. BOTH ARE ADEQUATE TB13 I WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. CONNECTOR SCHEDULE FOR: ADAMS HOMES -2512 ELEV C BASE 1R115510 BEARING POINT MUSS ACTUAL CONNfCTORW CONNECTOR UPLIFT DESIGN FASTENERS UPLIFT RATING ,NiiTES 01-05,01V- URGER' EPg ET7VP, HD, L/R 350 Sol less HUA16/PER MUSS MFG 1.1.. (9)10d ell/2 w7V CR U2 H12 A L R / 204p less 2H25A PER TRU55 MFG O 7 1130IX 20 as A16C L/R 1710# rlcss (2)HETN6/(2)HUA16 23650/2365R (10)Lod x 1112 (101od x 11/2 A01-A09,A11BC A15BC L/R 906#or less HETA16/HETA36 18104/1810# I9)10dx 11/2 19)10a x 11/2 (9)10d"31/2 903C L/M/R -495#or less HETA36/HETA16/HETA36 1810#/1010#/TRW# (9)10d x11/2 - (9)10d x 11/2 301C L/A -877#o, Tess. H10A/H10A 1040#/10409 (18)10a x11/z 631#or less (18)10d x 11/2 902C L/COW BRG./R H10A/TOENAIL/H10A 1040#/10409 (18)10ax 11/2 (2)HUA16/(2)H520/(2)HT520/ 2365IX/2620p/2GZ➢#/ (1B7Ind x 11/2 QB)SOd AIR L/M/M/R -200611". Igs 12)HETA16 2365# %11/2 TRUSS MANUFACTURER: RFS DATE OF IAVOU] DATE OFTRU55 CUT SHEETS: 9/17/11 L-1£O,R RIGHT &M= MIDDLE BPARINGS. `'"" ') . BEAR] NN G LOCATIONS ARE REFERENCED TO MUSS MANUFACRER'STRUSS DRAWINGS - / ALL CONNECTORS ARESIMPSON PRODUCTS '. ) @ 48" O/C FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. TOP & BOTTOM ATTACHED W/. (2) 16-d TOENAILS 3/12 Vault A08 A07 A06 A05 A01 A01 A01 A01 A02 A03 A03 A04 A11 Al2 A13 A14 A15 CJ5 O CJ3 r� CJ1 U U y✓> BACKNAIL W/ (2) 2X4 OUTLOOKER 16d NAILS @ 24" O/C TOP CORD BLOCKING FOR eEQ FIRST FOUR ROWS OF TRUSSES @ 24" MAX. EDGES OF SHEATHING TYP. L" BRACE TO EXTEND AT LEAST 0%OF WEB LENGTH WHEN GREATER THAN 3'-0" (SEE TABLE) GABLE TRUSS /2"CDX PLYWOOD OR 7/16"NOSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. IG S AND 12" O73ACKTRUSS LD SEE PLAN FOR ROOF CRITERIA -16" OVERHANG Is EAVES U.N.O. -12' OVERHANG @ GABLES U.N.O. -SQUARE CUT FASCIA -ROOF PITCH PER ELEVATION -SHINGLE LOADING 2X4 'IT" ON TOP OF PANEL J BLOCKING, FASTEN WITH L 2X4 BLOCKING W/ 10dx3" ® 4" O/C (2)12d TOENAILS CMU WALL OR BEAM BELOW TRUSSES. (SEE PLAN) - GE21 SECTION @ DUTCH GABLE SIMPSON - CONNECTOR SCHEDULE LISP - CONNECTOR SCHEDULE MARK TYPE CONNECTOR& FASTENERS 9PF SYP CONNECTOR & FASTENERS SPF SYP OFRAMETO HETAI6W(8)10dxl 1/210R HTAl6wWO)IOdx1112'OR MASONRY HETA20 W (G)10d x 11/1" 1810 wASO W (10)10d x 112' 1585 1970 BO A,METO FRAM© H2.5Aw/(10)8d NAILS 535 565 RI(10)Sd NAILS 515 585 FRAME TO H10Aw/(18)IOd x 11/2' 1016 1040 RT1SAw/(17)10dx 1 VT' 895 1020 FRAME H70A2 w/(18)10d x i 10AT2 PLYTRUSSES 930 Joan RT16-240MOdx1 UTAT2PLYTRUSSES 835 Joao O FRAME TO MT312W(14)10dxl IW(AT IXTERIOft 860 MI w/(14)10dx 110 AT EMERx)R FRAME LOCATIONINCLWE(3 /2d TOENAILS) ON LOCATK)MINCLUOE(3I 12d TOENAILS) 1005 1195 OFRAMETO 1JGTw422)i Od NARSANDSIB" AT.R.w/12" 3330 3986 MUGTiS WM lOd HAILS AND BAR' AT.R. W MASONRY EMBEDMENTW SIMPSONSET" EPDXY 12'EMBEDMENT WSIMPSON'SET EPDXY 3330 4496 HTS20 W/(24)10d x 111T(AT EXTERIOR HMO w/(24)1Od x 110(AT EXTERIOR OFRAMETO FRAME LOCATION INCLUDE(3)12d TOENAILS 124E 1310 LOCATION INCLUDE.(3)12d TOENAILS 1285 1530 Q FRAME TD (2)HrS2OW(49)IOdx 1 V81ATEXTERIOR (2)HITW2D w/(48)10d x 111T(AT EXTERIOR FRAME LOCATION INCLUDE .I'.TOENAILS 2480 2620 LOCATION INCLUDE(6)12d TOENAILS(EA) 270 3060 FRAMETO HOT-2W(16)10d NAILS AND (2) 5/8'A7.P. HUGT2W(1G)1UCNAILSAND(2)518' A.T.R. © MASONRY W12-EMBEDMENT w/SIMPSON "SET' ROGER w/ 12' EMBEDMENT wI SIMPSONSET' 7020 9700 EPDXY IHOT-3 FOR 34PLY) EPDXY(HUGT3 FOR 3ALY) OFRAME H TO F07Rw/(18) V4'x 3'SDS WOOD SCREWS 3400 RFUS W 412) W83 WOW SCREWS AND MASONRY AND x 5' TTTEN HD ANCHOR BOLTS 4725 (4)3WxS'WEDGESOLT 7100 nW ) LGT2 (16) 1 Bd SINKERS ©. i FRAME TO &(7)l/Vx2-114"TITEN2 1750 2030 MASONRY fSEE NOTE#$BELO Q FRAMETO (2) LGTY W(32) 1 Ed SINKERS &114) 1/4'A21M"TTIEN(2 PLY 3600-M 4060M (2) LUGT2 W(32) IM SINKERS &(10) 3100-M 3100.M MASONRY/ FRAME TRUSS) OR (23)1W SINKERS FOR FRAME (EA) 3240F 37708 1M" x T WEDGE -BOLT (2 PLY TRUSS) OR (32) iGa SINNERS FOR FRAME (EA) 3WO-F 4520.E ® FRAME TO (2)LOI w/(24)1/4' x7 SDS SCREWS & 4790.M 85704# (2)LUOT3 w/(24) I1V x 21f2• W525 6180-M 7050-M MASONRY / (8) S8' x V TREN (2 PLY TRUSS) SCREWS & (4) 318" x S' WB (2 PLY TRUSS) FRAME OR(52) 160 SINKERS FOR FRAME(EA) 501p.F 586O.F OR(56) 161 SINKERS FOR FRAME(EA) 6480-F 7710.F O SEAM TO HU410 OPT HUC410 w1(18) 16d&410)101 CW2680 HD410 OPT HD4101F wf(20) 1 Bd&(10) 1 Od G#3080 BEAM NAILS U#1895 NAILS LW1950 OBEAM TO HU410 OPT HUC410 W(18) TITEN 01450D HDOO OPT HD4101F W(2U) 1/4"xW G#3355 MASONRY 1/4'x23W&(10)lad NAILS U411800 WEDGE801_7&(10)1Od WJLS U#S50 O BEAM TO MASONRY) HU48 OPT HUC46 W/(6) 1w NAILS & (12) 112 314"TITEN(TO MAS) ON1640 G1300D & GV1625 GM15 FRAME OR (12) led & (8) 10d (FOR FRAME) U4980 SYP-F LI#1135 SYF-M (12)1)4"x23/4"TAPOONS(TO MAS) 1 OR(12)1M&(6) 106(FOR FRAME) U7030 SYP-F UAIM SYP-M (2) HETA16 OFF (2) HETA20 1920 1920 (2)HTAI6OPT014TA20 1870 OFRAMETO MASONRY 1-PLVW(10)FIN x11/2'OR 2366 2386 1.7+LY wi (10)fOdx 112.OR 2430 2-PLY W/ (12)16d 2-MY W (12) iBd HTSM16wl(8)10d NAILSAND(4)1M'x21M'. 955 1110 HTWMIS W S)IOd NAILS AND (4) 114"x1 34'. 1145 1225 FRAME TO TAPOONS WEDGE -BOLT OOR MASONRY HUM20 W(10)10T NAILSA D(4)1M"x21/4- 965 1110 OR 20 W(1 DIJO! NAILS AND (4) 1/4W 314" - WEDGE•BOLT 114fi 1226. HlOSW(R)Mx11/2-NJLSAND(2)3IFW OFRAMETO P MASONRY TITAN HD 780 910 DTT2Z w/(8)1M-x11/4"808 WOW DTB-TZ W(8) IMP x112" Wall WOOD OFRAMETO q MASONRY SCREWS AND (1) 12.0 A.T.R. EPDXIED W/ Jan2145 SCREWS AND(1) 12" 8 AT.R. EPDXIED W/ 1510 1835 SIMPSON'SET (SEE NOTE#4 SIMPSON 14".(am NOTE AN FRAME TO HTTS W(20) 16d x2112" NAILSAND(1) 5f8" 3 HTT45 w/(26)16d X212" NAILS AND (1) ® MASONRY A.T.R. EPDXIED WSIMPSON"SEP 4375 6090 WS"$ AT.R. EPDXIED w/SIMPSON 'SET' - 5005 SEENOTE#4 BELOW) SEE NOTE#4 BELOW) FRAME TO HTT4 Ad(18) 161 x212'NAILSANO(1) Do 0 H77`45 W/(18) l6a 3212' NAILS AND II) O MASONRY A.T.R. EPDXIED WSIMPSON'SET 3640 4236 S8"8 AT.R. EPDXIED W/SIMPSON'SEP - 4160 3EE NOTE.#4 BELO SEE NOTE 04 BELOW) TO FFF�TO HIOS W (24) 10d x112" NAILS 785 910 LUGTI W (23)8d xI IWNAILS 875 10x5 TO HM9KT WIM 1MXi 12"SDS WOOD RT18Mw/(9)1Dd X112"NAILS& OFRAME MASONRY BCREW3& 1/4"x2114"TAPCON9 700 700 (4)1/4"x1S4-TAPCONS 1395 1395 VGTw 06) 114"X3" SOS WOW SCREWS& OFRAMETO MASONRY (1)SIS"BAT.R.EPDXIEDWSIMPSON-SEC 3955 4940 W/ 1T MIK EMBEDMENT TO (2) VGT W (32)1/4'L3' BOB WOW SCREWS OFRAME MASONRY &(2)S8"BAT-PLEPDXIEDW/SIMPSON 5170 7185 SET W 12" MIN. EMBEDMENT \AGT W (16) IAW' SDS WOW SCREWS & O FRAMETO HOU45052.S w1(10)UAW IT' BIDS WOOD 3255 4555 MUGTS W(22) 1 W RAILS& MT45 w/(18) - 4160 FRAME SCREWS & (1) 5W 0 A.T.R. IOd NAILS &(1)fi/8'S ALRI (2)MFFS w/(52) iBtl"x2112" NAILS& (2) HTT45 W(52) 1 Bd'x212' NAILS OFRAMETO FRAME (1)518°$AT.R. IEEE NOTE #4) 4376 6090 &(1) 618"O A.T.R. (SEE NOTE#4) - BOOB EiFNFRl1 f`.M.INFMFIR NOTES. 1. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALLS I SEAMS W (2)12d TOENAILS. 2. ALL TRUSS TO TRUSS CONNECTIONS ARE PROVIDED BY TRUSS MANUFACTURER, U.N.O ON PLAN. 3, G.C. MAY USE EITHER SIMPSON OR USP CONNECTIONS, SEE FRAMING PLAN FOR CONNECTOR CALL OUT. 4. FOR SINGLE PLY TRUSSES, SCAB ON FULL HEIGHT SYP 412'SW" TO TRUSS VERTICAL WEB W(2) ROWS OF 1Od NAILS III 3' O.C. STAGGERED. 5. 17 MIN, A.T.R. EMBEDMENT @ CMU BOND BEAM U.N.O. 0. SCAB TRUSS CHORD W/4'.T2XSYP 92(MATCH CHORD LUMBER SIZE) W/(2)ROWS 10d CP4"FROM END &4.O.C. STAGGERED; CENTER AT CONNECTOR LOCATION AS BRUNCH AS POSSIBLE. AO MINIMAL CONNECTOR LINO ON FRAMING PLAN 1. CONNECTION FOR ALL ROOF/ FLOOR TRUSSES TO MASONRY WALLS/UNTELS/ICIE WALLS UNO ON PLAN 2. CONNECTION AT 24'OR 32"O.0 PENDING VERTICALS FOR ALL FLOOR TRUSSES PARALLEL TO MASONRY WALLS SEE DETAIL F612188.1 FOR MORE INFORN MATION 3. CONNECTION FOR ALL JACK) TO OF NTELS WALLSI32-OC 4. CONNECT ION FOR ALL CONTINUOUS RIM BOARD CONTINUOUS HIM TOP MASONLS/ICFRY OFMABONRY ACAx wf (2)AT EACH MAXi CONFECT G.C. TO VERIFY CONFLICT DOES N07 CONFLICT SEESLOCATIONI WOOD AUJOAPPLICABLE)ANTIS)LAYOUT S CANNECTALL FLOOR TRUSSES TO INTERIOR BENUNGWWDWALLIBEAMSw/(2)12d TONNIg TO OB MINIMAL CONNECTOR UNOON FRAMING PLAN 1. CONNECTION FOR JACKTRUSS TO WOW WALL OR BEAM © MINIMAL CONNECTOR I$NO ON FRAMING PLAN 1. CONNECTION FOR ALL TRUSSES TO INTERIORIEXTERIOR BEANNO 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. ALLPANEL EDGES ARE TO BE BLOCKED SOLID WITH 2X4 #2 SYP WITH (3) 10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH 8d NAILS AT 4" ON CENTER. AT ALL EDGES AND THEN 8" ON CENTER IN MELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 NO IF ROOF TRUSS LAYOUT SHOWS SE IDS, ,TFRAMER THIS LAYOUT HAS 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. IFCONVENRONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM ADS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEETS-4 C.M.U. OR ICE WALL ° METAL DRIP EDGE SEE TYP. WALL 2 X SUB -FASCIA SECTION ALUM FASCIA 2X4 P.T. FASTEN TO C.M.U.W/ 1 1/2' LONG T-NAILS @ 2'-0" O.C. SECURE J-CHANNEL . @ 12' O.C. CONTINUOUS VINYL ® G.C. SHALL VERIFY SOFFIT MATERIAL CAPAQ)TY TO RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING WIND PRESSURE TYPICAL SOFFIT SUPPORT DETAIL 3/4"=1'-0 E Q iQRRF A �`��� 0� ." S,E 0 L- 9 ti 1 e � c e rV• +G •. 5 s9sx �•;� 'gAYr4a3slid a ys�V�` ~. 8 D a 0 C E "dI, D g �p�OD m g to N 00 sill s�p P D �t� D�Oiq gL' .6m�1 "sF 4S¢ d a D w LL a- w tag Z�& as Z'<0 . o 5! R vE'sg E.. a w p 19�Cm� m pap OJ. s�$P Zia d g aa. IL 0�4 0 8 J o y z" 2 o o��o al 9 VNAY.FDSENG.COM ❑ ❑ ❑ �y m (y o ,p Z •O y z m c Q ID 3 a ° - s u z Ino QJ (D < In In W H o E E 0 w o 0 V) c in 0 o InV1 t- In U E cmvtz E w OQo In c F o Q 0) o m I'.. 03 a DAMS HOMES 9L ��I■IIIIIIIIIIIII� C .ig FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 t DIVISION LOCATION: v z PORT ST. LUCIE v � Job Information: N o r M m U O O a n $ Z � C a 1H a W 2 0 IS In y a o 8) 07 M 04 0) N C O SU 7 L . En 4) I�i(•• �m .m'a OJLu m o JmtoCn Lo LL V Model Name / Number: V N 1512 D Plan Issue Date: Tuesday, May 12, 2020 KA PROJECT NUMBER: Y 20aO41 R m Sheet: 6 Of; N a ROOF PLAN C ■ GONG. W/1 #5 REBAR CONY. SIMPSON SP4 W/(6) -10d X 1 1/2 SRO OR SP8 FOR 2x6 AND 2x8 WALLS DOUBLE 2x TOP PLATE LINTEL BEAM: I 1 COURSE UNTEL 1L BLOCK W/ 1 # 5. NON-SHEARWALL SEGMENT I' STANDARD HOOKS SEE BAR & 3000 PSI MS05 FOR MORE INFO GROUT, MIN: 25" LAP (ACI 530) I* f I I I I I I f I 1 I I I TYP. FILLED CELL W/3000 TYPICAL SHEARWALL SEGMENT P.S.I. CONC. W/1 #5 REBAR VEm. AFI BED 5 SIST IGMENT NTERIOR BEARING WALL CO OF CELL INTERIORSHFARWALL EXTERIOR FRAME WALL EACH HEND WITHOUT CELL EACH END WITHOUT 1' AN OPENING BETWEEN. 8" C.M.U. RULED CELL' ALL SLK. CELLS WITH SOO I P.S.I. GROUT ONE #5 0 LOCATIONS )' 2°x #2 SYP/SPF P.T W/ SHOWN ON THE FOUNDATION (3) 2• X 8' "J" BOLTS OR GONG. SLAB SEE PLAN AND FLOOR PLAN. ' X8' EXPANSION FOUNDATION PLAN MIN. LAP 25' (ACI 530) ANCHORS OR (6) 3' X 1/4" FOR MORE INFO TAPCONS OR S' (8) 2 7/8" HILTI TIX-DNI TOP OF SLAB. NAILS _ 2x BASE PLATE SEE PLAN FOR MORE INFO ) 1 MS03 I AanCnnlOV nnnlnlcnrinni nl=A11` V I N.T.S. I 20" MIN. LAP #5 REINE SAR H #30R#4 REINFORCING mod• BAR #,i$• #d 4� P RPI I � „ 25" MIN. LAP 5 STD_ 90° HOOK #5 REINFORCING BAR #F t AP CPI IC.F SCALER".1'-O" 1 #6 REINFORCING BAR + GRADE 40 U.N.O. #8 1 AP SP! Ir.F I MS051 REBAR SPLICE DETAIL - GRADE 40 1 N.T.S. I ATTACHMENT REQUIRE ENTS 99E TAPCONS SPACING # ROWS 2 x 4 1/4" X 2+A" 12" O.C. 1 2 x 6 1/4" X 2e4" 12" O.C. 2 2 x 8 1/4' X 2A4" 12' O.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. ura EiJ 1 1 i 12) 2X P.T. r BUCKS W/ r 1/2" O.S.S. BETWEEN ; 1 (--FASTEN PT 2 ueu m m F Al� MF i IF DOUBLE 2X NAILER IS USED, USE 1/4^X 41/2" TAPOONS. SEE OTHER NOTE FOR SPACING. REQUIRED MS11 I 2x BUCK DETAIL I MS021 TYPICAL SHEAR WALL SECTION I N.T.S. I PRECAST "U" LINTEL(S) FILLED SOLID W/ 3000 PSI GROUT (SEE UNTEL PLAN FOR MINIMUM SIZE & REINFORCEMENT & LOCATIONS FOR REQ'D. CONT. LINTEL OVER MULTIPLE ADJACENT WINDOWS) HURRICANE ANCHORS TYPICAL SEE PLAN -� HOOK LINTEL REINFORCING INTO SIDE VERTICALS WHEN TOTAL OPENING WIDTH 1: 8'-0" OR LARGER PROVIDE STD. 90' HOOK W/ MIN. 25" LAP SPLICE ON EA. END WHEN TOTAL OPENING n': ne r A.Iseo— PROVIDE KNOCK -OUT BLOCK FOR FIRST COMPLETE CMU COURSE BELOW SILL & FILL SOLID W/ (1) #5 BAR WHEN TOTAL OPENING IS 8'l OR LARGER REBAR BOTH OF OPENING INSTALL MIN. 25" LAP SPLICE BETWEEN WALL REINF. & LINTEL - TOP STEEL AT EACH SIDE OF OPENING WHEN TOTAL OPENING GROUT TO BE WIDTH IS 6'•0" OR LARGER FLUSH WITH PROVIDE SCREEN WHEN TOP OF WALL 10" BLOCK BELOW IS NOT TH-0-OIT REQUIRED TO BE FILLED. (TYP. STANDARD 90 DEGREE HOOK "r.}::. ... .. TYP. BOND BEAM out 8"Xa"x16"K.O. IAaN LINTEL BLOCK 2i C w O FILL w/ 3000 psi '';''�',. +� • CONIC. W/(1)45 DIA. REBAR -PROVIDE 3'x3"HOLE IN BOTTOM OF PRECAST LINTEL TO EXTEND WALL REINE ' STD. 90 DEGREE THROUGH AS REQ•D. ANGLE 3000 psi i. CONIC. W/ (1) #5 REBAR BOTH SIDES , . .. DIA. REBAR OF OPENING U.N.O SEE FOUNDATION PLAN FOR SEE FOUNI FOOTING REQUIREMENTS FOR LI N.T.S. 1111115011 BLOCK WALL REINFORCEMENT �I�- A •• a V PLAN ON N.T.S. FILLED CELL FROM FIG. TO BEAM W/(I)#5 BAR S"XB"x16" CMU U.N.O. TIP. DOWEL 25" MIN LAP (AC1530) C3-) LINTEL PLAN E LEVATION IIC'I P,:ALE: 1/4" =1' U" O GENERAL NOTES 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THROUGH OUT INCLUDING ASV. MASONRY OPENINGS. U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA, END ALL RECESSED LINTELS TO HAVE MIN. S" BEARING EA. END 4. + LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE UNTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IFA SMALLER LINTEL IS INSTALLED CONTACT FOR FOR APPROVAL. 5. (+) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS, GENERAL CONCRETE LINTEL APPROVED LINTELS: CASTE-CRETE, QUALITY PRECAST, LOTTS, PRO-CRETE F=RUED WITH GROUT / U =UNFILLED 6 Roast; At TOP R=RECESSED NIN. UI REQ'D RS 3-1//2• CLE1R TIMR OTTOM LIN EL OF LINTEL CAVITY �OF TOP KNOCK OUT LINTEL BLOCK F161B/1T LLL+++ col tOMINAL u GROUT WIDTH [QUpNTRY OF f HMARAT #5 REBAR AT TOP BOTTOM OF NOMINAL 0 UNTEL CAVITY HEx OTrOM REINFORCING 7-5/8-ACTUAL PROVIDEDINUNTEL IYARIES) TYPE DESIGNATION 8'NOMINAL WIOIN GENERAL CONCRETE I INTFI M4TFRI41 A GFN[Ad1 IN.CTAI I ATION NOTFC l _ . So.filul mM a as NoWhe betl ldRe. 1. Pe Recast see Ill 2. Pe Tespentel pal. 2. Shorealb4 Intel¢amudcorm pera rell0s=8W0 tlrw1Fga. 3, reselotl Per AS'TMC4)6rg_S000 I al 3. "mmsbudsmaam lanufacurtd With Ah Neartlecapedat eentl to 4: Wcdllaale 4. mmrlmum 3/e"aggregateantl 8'tol;T SL/2"long rwtWae el the en4e to aaonxrlotleb clotw lforlec and gm S.Conerem n'usonry compelones MU7 perorwh C90w/ wrticalcdiret01sngentlgmutlse stmr�h=1900 pal. 6. AllIntaft mopewm nMareA815 L/980wead tlaeecUd 17'4"rk Grods gerwImeatureac hoot L/111Ptlir@ds S. Roper per str A815r MT1, 601 ongbrwlth p amhod p height of to meet or m bolbt rn of Il P70mes atraM per ASTM gg16 getle 8. Ado adar ltobe."W et thebp8omri foalx,cra 7Bob—/32" rell ]. W3law reperAllT T. 7/B2"tllemeter wlrc atlhups me weMetl to Uhe bottan etea', for nxenmlktl ercherrge. ]/ Mre per a o A610. fl CeatJr pbCa concraft may be, Prodded In amPoelts Intel In Ilau a concrete prod M C2 B. prbr par ASTM C2]0 type M or S meson Ire. 9. fiefs Well pill bell m reflood tlaSIPA are lyeb per ACI 31B and Aa 530 10. Ill Prods! Approval No. 1S61 11. The adarlor eurbeca a Name Installed h welm concrete maeonrywelb dell Awe e metlng of ehrcm.PPlbtl In accokarwe v d, ASTM C 926.rothar eppreretl meting. 12 LIl kwetl elmu8amaously We, wrttced lgreNty antl up1111l and hodarlRl Ueterep leads shoutl be ch odeetl for mmdna low tell the following a4uatbn: Applletl wrUcel betl 4 Appllwl hoattantel load < LO Sam wrtlod loan Sera horlmnml betl -OO .. 1070 D 8RF608/1T 8FSOB/1T 0 ICE 8RF144B/1T 8F18-18/1T O: O O , O .-0' SF201B/1T O' O 8MZJ-B/1T 8F24.1B/17 r' O O Q G ell 18/1T : • O O 8F321B/IT FORM & GROUT SOLID 8F 12-1 B/1 l'S BAR CONT. RM85 1 12" LINTEL DETAIL 3/4"as1'-Oa i i �TORR nst •c�N S E c�v � � N "• 1 (� ✓o A) � I F. '�O 1 ^ ytltlllElclSl°T; ~ 1 r L ; q j S X I W I c uull gg r O J M60 u13 D 6 u 3z Z.0x . Z O P � o: F- LL Z �+�SL4, a O s o.f p r°-§ VNM'.FOSEIY6.COM ❑ ❑❑ I❑� Z M Sy z Z All Cl- r` z � r ro 11 W I— , O w 2 (� C m toa� LYT OM 1— LJ j2 N w OO D ; r QabO U 01 " ® U 9r a Q W Ci m I A DAMS HOMES I FLORIDA CONTRACTORS UCENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: /N Ili O iesse— a z c O to W �� m O7 V z sa V) LO m LID, a 0 J W _Iu�7 P mCn(n VI Model Name / Number: 1512 Plan Issue Date: Tuesday, May 12, 2020 KA PROJECT NUMBER: 20-3041 Sheet: I Of: LINTEL PLAN 2x6 #2 SYP P.T. 0 SIMPSON HETA 16 W/ (2) %"x5" EACH END SEE FLOOR PLAN WEDGEANCHOR 0 FOR BEAM SPEC. V C OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 0 1 1/2" STEEL LAG BOLT �r'•^' 8 W/ WASHER. MIN. 6 PER TRACK TO JAMB. (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" a n o "J" BOLTS WASHERS SET IN " FILLED CELL W/ #5 TYP. FILLED CELL i, tg € VERTICAL MIN. 5 PER JAMB. b 8 SECTIONAL ff ,I C ,I 3 ® OVERHEAD DOOR CONT. P.Tm #2 WOOD $ SYP 2 X 6" TRIM o ; 5 2"x6" P.T. WOOD JAMB „ u• E a� 04 C J DOOR AND CONNECTION PER u c NO N GARAGE DOOR MANUFACTURER GARAGE SLAB a c TYP. GARAGE DOOR TRACK MOUNTING DETAIL "A'^ g >; Vl NOTE: DETAIL CD22 / 3-2 MAY BE SUBSITUTED FOR THIS DETAIL- UNLESS NOTED OTHERWISE F7 MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. CD21 ENTRY CMU COLUMN/BEAM N.T.S. v a 0 c E a f4t syr m gFg1 .a gg .Q4 ao J J J Eg� �v D�Oe'�i n NNN m LL LL LL as �Maq BLOWN -IN R-30 INSULATION PER FBC ' g g w .'j^ v a w t ' AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION PROVIDE m g i• C = y z o BAFFLES ; m BLOWN -IN R-30 INSULATION PER FBC AND ENERGY FORM SUBMITTED 12 AT EAVES (FOR VENTED ATTICS) FIBERGLASS SHINGLES OR Y w s .� m 3 ix m o U 00 m _ 12 WITH PERMIT APPLICATION TILE ROOF (PER ELEVATION)! £ ` ? < d a PROVIDE BAFFLES AT EAVES SEE PLAN OVER APPROVED UNDERLAYMENT g J SEE PLAN " o (FOR VENTED ATTICS) FBCR OUCRIRAL w J FIBERGLASS SHINGLES OR PRE ENGINEERED WOOD RATED STRPER SHEATHING TRUSSES 0 24" O.C. (SEE STRUCTURAL NOTES '� tA� ' a w .r SMQCDN ❑ O ❑ 'n U n 1 13 TILE ROOF (PER ELEVATION) OVER APPOVED UNDERLAYMENT OVER APA FASTENED TO TRUSSES PER ROOF - NAILING SCHEDULE) $ PER FBCR 905.1.1 RATED STRUCTURAL SHEATHING 1 TRUSS ANCHOR (SEE PLAN) w W Z M PRE-ENG. WOOD TRUSSES @ 24" O.C. (SEE STRUCTURAL NOTE FASTENED TO TRUSSES PER ROOF , _ _ _ SEE PLAN FOR , BRG. HT. 'r c Z 1/ Q �} NAILING SCHEDULE) TRUSS ANCHOR (SEE PLAN) I ` 111 111 III 1 II TO BE INSTALLED ON OUTSIDE • 1/2" DRYWALL FELT PAPER OR • • ° ETAL DRIP EDGE TRUSS PLATE 5 �c' \//� CD Z QaQ _ FACE 3/4" P.T. NAILER . • 2X SUBFASCIA (TYP.) FRAME FOR BUILT-UP 9 /� U 2 — — - — - — - — - SOFFIT. SEE ARCH. CORNERS min (3) 2x4 OR 8 �I/T � y 1/2^ DRYWALL PLANS 4x4 w/ 2x4 POST UNDER EA W m w tMETAL DRIP EDGE CURTAIN NAILER A 8 x 8 K.O. 2 X 4 P.T. PLATE END OF SUPPORTING BEAM. � 0 V 1/2" DRYWALL CONNECT ALL 2x STUD ZX SUBFASCIA 1 x 4 P.T. @WINDOWS L B � LINTEL BLOCK 1 x 8 P.T. 0 S.G.D. ^ O,H. W/ (1) #5 DIA. REBAR a KEEP IN 3/4" FOR SHEATHING NAILED w/ 8d NAILS � 6" AND LATH WITH FINISH O.C. " w O w a N c m <run TO TOP PLATE WITH 4 �) 16d TOENAILS SOFFIT. SEE ARCH. n 3000 P51 CONCRETE SEE ELEV. PRECAST "U" LINTEL � (TYP.) ALL SIDES / i (TYP.) FRAME FOR COR- �.� \ i �� po a ` ° \ / iro () U w cv E 'i^.•,� '. PLANS SEE SCHEDULE N o° NERS FOR NON LOAD ui o 1/2" DRYWALL SEE PLAN FOR HEADER SIZE P /+ i ✓o °° v. °° v BEARING SIDES NAILED v vpa°° < a w/ 16d NAILS @ 8" O.C. = o p m U np0vy° rn 0 n$ am OPTION, 15/32^ OSB EXPOSURE 1 ON 0'H' \\ a O / 1/2" x 8" J-BOLTS ui MAXIMUM OF (3) - 2X PLATES MAY BE EXT. WALL W/ ALL EDGES BLOCKED. (1) CENTERED EA. TYP.)4 COURSE HIGH A.F.F. DAMS HOMES ADDED BELOW THE HEADER W/ EACH SEE ELEV. SEE TB13 FOR NAIL ATTACHMENT. A WASHERS CMU BASE FILLED w/ CONIC SIDE w/2" i n PLY ATTACHED W/ (2) Rows OF 16d (OPTION) STAPLE: 16 GA. 1 3/4" STAPLE @ 2" O.0 EDGES AND FIELD. A NOTE: 44" MAX. SILL HGT. ON .s —FILL CELL -(1) #5 DIA. Typ, W/ (4) VERTICAL RENF W/ (TYP.) '^ c NAILS AT 8" O.C. ALL BEDROOM WINDOWS. r REBAR W/ 3000 PSI HOOKS INTO FTG & AT TOP FLORIDA CONTRACTORS UCENSE NO. CRC1330146 N CONC. ALL LOCATIONS PLAN AI -Al OF COLUMN 3000 GULFBREEZE PARKWAY VINYL FRAMED WINDOW W/ SCREEN w SHOWN FLOOR PPLON ANS FOUNDATION GULFBREEZE, FLORIDA 32563 (G.C. TO VERIFY W/ FLOOR PLAN H LOCATION OF OPENINGS IN N € DIVISION LOCATION: PORT ST. LUCIE EXTERIOR WOOD WALLS, IF NO SIMPSON LSTA30 SEE FLOOR PLAN OPENINGS ARE INDICATED, FULL ?' w/11-10d TO BEAM FOR BEAM SPEC. z ♦ Job InfOrmati0n: STUDS ARE REQUIRED). & TO FRAME BELOW y 44" MAX. SILL HGT. ON r ANOTE: LL BEDROOMWINDOWS VINYL FRAMED WINDOW WINDOW STOOL ri W/ SCREEN a CEMENTITIOUS DECORATIVE PER SPECS PRECAST CONC SILL o N FINISH 7/8" THICK PER ASTM C-926-98A PAPER BACKED FOIL R-4.1 INSULATION AT CMU BLOCK WALL 7X STUDS (SEE FLOOR PLAN FOR PER FBC AND ENERGY FORM i EXTERIOR FINISH - H a MORE INFORMATION). SEE TB13 1/2" DRYWALL ON SHEET 6 SUBMITTED WITH PERMIT 1 (SEE ELEVATIONS) , n 0 APPLICATION g FOR NAILING INFORMATION FOR R-13 INSULATION AT EXTERIOR WALLSHEATHING. WOOD FRAME WALL PER FBC P.T. 2X #2 SYP. BASE PLATE 1 x 2 RT FURRING FIG. DOWEL #5 DIA. REBAR 17" IN CONCRETE - 25"� 1 x 4 P.T. W y d. AND ENERGY FORM SUBMITTED w/ 1/2 x 8 A.B. OR 1/2" x 8" TITEN ( EXTEND {ACT 530) ABOVE BASE NAILER SLAB. ALL LOCATIONS SHOWN SIMPSON HETA20 E °' m m ,p WITH PERMIT APPLICATION HD) w/2" WASHER AT 32" O.C. WOOD BASE ON FOUNDATION PLAN Al Al BUILT-UP CORNER MIN (3) 2x4 W/10-1Od TO COLUMNcc LO to 3 0 WOOD BASE MIN. 6" FROM END -SEE WS07 FOR TERMITE SHIELD SEE FOUNDATION PLAN F00. POSTOR 4 POST 4 UNDER EACH END OF BEAM m 7 L_ t a SEE FOUNDATION PLAN ; V FOR SLAB INFORMATION TOP OF SLAB SLAB INFORMATION _ TOP of sots NOTE: 2 X 4 P.T. PLATE 0 n _ _ _ BOTTOM STRAPS MUST BE + � J m 0 U7 • aD INSTALLED ON INSIDE OF d L • + ♦ Model Name Number: / P .; . GRADE GRADE COLUMN. DO NOT BEND w STRAPS UNDER PLATE. ° .a ° ° 1512 CLEAN 3 ', 'SEE PLAN FOR PLACE STRAPS IN FILL Cy :° COMPACTED •, ,OH 9 ; RE -BAR QUANTITIES �: " CELLS w/#5 REBAR r °' (TYP.)4 COURSE HIGH CMU BASE ', ;`"v " ''• ♦ Plan Issue Date: FILL , T 0 �' ' - ^ FILLED w/ CONC -SEE PLAN FOR SIZE. TOP OF COLUMN BASE - Tuesday, May 12, 2020 SEE FOUNDATION PLAN 16" FOR FTG REQUIREMENTS �SEE PLAN SEE FOUNDATION � PLAN : ' • 2'-0" AFF , . � .,. .. ,' .' g v ♦ KA PROJECT NUMBER: v 20-3041 Y W$01 TYPICAL WALL SECTION 8" CMU 3/4" 1'-0- NOTE: DETAIL CD21 / S-2 MAY BE SUBSITUTED FOR THIS DETAIL • UNLESS NOTED OTHERWISE T m R Sheet: Of: WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4" =1'-0" CD22 ENTRY CMU COLUMN BASE W/ FRAME ABOVE N.T.S. a TYPICAL FRAMING DETAILS Iffifflomm"Imr—.. aY • a " U C N Yp NU N Q C yN yyN Y O O N _N �uu Ll v a t `i v o v099911187t)) >� �C,:) aC K E J. No No m N PROVIDE 2x4 ON TO N OF 2x8 TO BLOCK OUT 2 ROWS 12d @ t n• TOP PLATE ATTACH W/ 3" O.C. 3 •'`� (2) 12tl NAILS O.C. —DOUBLE 2x4 r ✓®�/ ^ F L 0 2 (SOLID BLOCK w/2x6) TOP PLATECc 2x4 STUD M/N, PER PLAN � F- a 2x4 BEYOND AGAINST 2x8 STUDS OP SPLICE P; NOTE: @ALL EXT. CONDITIONS ATTACH 2x STUDS OUBLE 2x8 a TO TOP PLATE W/ (4) led TONAILS (2) ON EA. TOP PLATE =' SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD n - (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN *OP PLATE W 8d 2 1 2" x 0.131 NAILS (SIM. w/ 2x6 NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) 2x4 w/ 2 ROWS OFcc E " TOP PLATE TRANSITION 12aNAILs®3•o.c. _ MIS f a00 PIPE OR DUCT w/ OUBLE 12d PENETRATION THRU Yo S S' o ~ J J TOP PLATE W/ MORE TOP SPLICE X $ q m a THAN 50%OF TOP ROWS 12d bg aS¢LL� lu PLATE WIDTH INSTALL ac .g 130�=aaz @ 3" O.C. 6 SIMPSON PSPN516Z '� a rB Z a y z o w/ (12) 16d NAILS TYP. �* m w s" 5 g K e a m TOP & BOTT. M/A! Y a.. ._ $ 111 " m m NOTE: @ALL EXT. CONDITIONS ATTACH 2x STUDS OTiOM SPLICE 'G s • o F°LL 2 A � d a TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. OVER STUD ' � s 0 6 o -' o w SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ a 8 W I- www.FDSDve.corw ❑ ❑ (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO S S l's TOP PLATE W 8d 2 1 2" x 0.131 NAILS * NOT REC WHEN QT SYSTEM IS APPLIED u NOTE: N W Z N o PLATE LENGTHS MUST BE . \\ilY/ Z m LEAST 8'-0" LONG. TYPICAL 5 n ` Q c WF17 TOP PLATE SPLICE DETAIL 3/4 z N0Ps 2x8 SYP #2 .� TOP & BOTTOM o c+ n� goo ATTACHED t W ne N w o m (1) ROW 16dd 2x6 SYP. #2 m NAILS @ 16 O.C. RIPPED ul ?ego w w .i i u, o � � �'4•�. 1" 14i• 1 1 BOX HEADER DETAIL L * CRIPPLES MAY/MAY NOT BE PRESENT. C a o IF ONLY (1) KING 7/16 O.S.B. VERIFY HEADER ELEVATIONLi a JACK USED AT EA. SIDE EACH SIDE OF 2X BLK'G. TO O.S.B. OPENING G.C. TO INSTALL (3) TITEN HD. W/ 2 - 8d ROWS ROWS 16d (2) 5/8" x 8" EQUALY SPACED EA. END ROW OF STAGGERED 10tl/(1) OFS STNATIONS AGGERED l6d(2) OF STAGGERED COMMON WIRE NAILS COMMON WIRE NAILS COMMON WIRE NAILS PER SIDE INTO CMU AT (D = 0.1413", L= 3") OR EQUAL (ONE INTO EACH OUTSIDE FACE) (D-Qd.92', L=3-1/2")OR EQUAL (ONE INTO EACH OUTSIDE FACE) (0=0.162".L=31/2•)OR EQUAL JACK TO HEADER, NO BASE EDGE VIEW NOTFC• HEADER SUPPORT NO. OF JACKS & STUDS RED. AT OPENINGS OPENING SIZE 2 X 4 WALL 2 X 6 WALL EA EENND EANEND EA E D FA NEND LESS THAN 4' (1) (2) I). (2) >4' BUT <9' (2) (3) (2) (2) 10'-B" - 16' 3 4 3 q HEADER ANCHOR P . HOMES NAILED TO TOP PLATES, a .DAMS HEADER & JACK FLORIDA CONTRACTORS LICENSE NO. CRC1330146 F NO. & SIZE OF HEADER SIZE &GRADE RAFTER TIES v 3000 GULFBREEZE PARKWAY EACH END " GULFBREEZE FLORIDA 32563 SEE PLAN FOR (2) LSTA 30 n ' BEAM SIZE DIVISION LOCATION 1) ADJACENT NAILS ARE DRIVEN FROM 3) MR 4 PLY, PROVIDE I/4-DIA. x51/2"LAG CONNECTOR REQUIRED OPPOSITE SI DES OF TH E COLUMN. SCREWS OR EQUAL (SPACE AS SHDWN FOR 3-PLY) (3) 16d SEE PLAN PORT ST. LUCIE 2) ALL NAILS PENETRATE AT LAST L 3/4" LAMINATION, 4) REFER TO L IN SECTION 15.3 FOR SP4 AT COMMON IrC 2x CRIPPLES @ 16" O.C. SEE SCHEDULE Job Information: THE THICKNESS OF THE LAST LAMINATION. ADDRIOVAL INFO. [24"OR WILL O.C. NAILS(TYP) W/ SIMPSON SP2 TYP.WF37 TYPICAL COLUMNS DETAILS HGT. TOP AND BOTTOM N.T.S. 2-ROWS 12d NAILS fb FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 1 1/2- CONTACT FOR FOR SOLID W/ GROUT. (NO ,:,- FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) `r. F.F. OVERHANG - - CMU FOR OVERHANGS BETWEEN 5/8" TO 11/2" NOTE FOR • . PER LOCATION fi j11%/ '��• . • i ..ZO/ •' U.C. TO SIDEILER NA •/2x II' F W/ (2) 16d TOENAILS • EACH END�I f I SPF CONTINUOUS BLOCKING © AT7• • , • :• NAILS. SEE DETAIL ABOVE ELEVATIONSEE •• R • SgUARE TRANSOM * STAGGERED @ 12" 0/C EACH a WHEN STUD LENGTH FACE 3-ROWS IS LESS THAN 12" USE AI 12d NAILS STAGGERED LSTA30 STRAPS AT EACH , @ 12" O/C FOR 2 x 10 ly STUD WRAPPED OVER OR GREATER HEADER TOP PLATE &NAILED O TO HEADER EACH SIDE 0 FILL ALL HOLES IN STRAP DOUBLE 2 x #2 c a O S.Y.P. HEADER W/ 10d NAILS @ 1/2" FLITCH PLATE HEADER. (U.N.O.) a 0 If + Q) 0) 8" O/C TYP, @ r � m y FILLING AND BLOCKING AS > d) DOUBLE 2 X 4 REQUIRED FASTENED TO LO LLN r M CRIPPLE STUD TYPICAL HEADER W/(2) ROWS LiJ U) (U.N.O.) OF 12d @ 16" O/C UNLESS NOTED 1� OTHERWISE o Q m L.L^I L0 to vi cn y 2 x 4 STUDS TYP. V Model Name /Number: 1512 [CMU SIMPSON HT74 W/ (18)' 16d NAILS & A 5/8" EXPANSION ANCHOR ' Plan W/ 6" EMBEDMENT U.N.O. a Issue Date: DD �NfNG ;t OR 8 1/2" AT GARAGE d° STEP DOWN Tuesday, May 12, 2020 * * HOLD DOWN g KA PROJECT NUMBER: D@CONNECTIONS NOT REQUIRED BEARING P.T. BOT. PLATE v OVERHANGS LESS THAN 518 - NO REPAIR REQ D. WALLS WITHOUT UPLIFT 20-3041 WINDOW OR DOOR OPN'G N Sheet: S-3 Of: MS18 RETROFIT WALL OVERHANG DETAIL N.T.S.WF39 I TRANSOM DETAIL AT ENTRY 1/2"=r-o" WF09 WALL HEADER DETAIL L,4 TYPICAL WALL DETAILS 0 *DIAGONAL - _ SAME SPACING ASBOTTOM CHORD LATERAL BRACING ,'�I`eI ' TO BE LESS THAN r OR EQUAL TO 45° MINIMUM 2"x4" - CROSS BRACING (SEE PLAN FOR ,,,-1 LOCATION) ' , -. % BLOCKING r r , " r r i i (3) 12d � a PER JOINT CONTINUOUS LATERAL BRACING - NAIL OVER X-BRACE AS SHOWN- 0 i INSTALL BLKG. AT TRUSS WEBS o ' CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING X-BRACING - 2x4 SPF OR SYP w/ (3) 12d @ EACH TRUSS WEB n- m 3 m w m m T11301 TYPICAL CROSS BRACING DETAIL N.T.S T11302 TYPICAL CROSS BRACING DETAIL N.r.S- PROVIDE 2X4 MIN. BLOCKING AT 1.����®�`atTC)p ' CENTER LINE OF HIP/RIDGE, TYP. BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP 1�,,`� f�G-(,,g£I p CHORD ; 0 6 a N CN c _ CN A TRUSS ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING i ' V0 s WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP _ A TRUCTURAL PACE �.. G.T. -- --- SHEATHING TTT ;a N ADD 2X4 ALONGSIDE RIPPED 2X4 SYP 02 - tT TOP CHORD WHEN REQ'D NAIL TO TOP CHORD m I — TO PREVENT SHEATHING JACK OF HIPPED TRUSS W/ SPAN FROM EXCEEDING 12d NAILS @ 6" O.C. MAX 24" SPAN (EITHER r\HIP a SIDE OR BOTH IF REQ'D) d d a (2) 12D NAILS MINIMUM (3) 12d 0 ROOF AT 12" O.C. MAX PER JOINT MINIMUM 2"x4" SPF OR m E SHEATHING SEE SYP TRUSS BRACING *SPACED AT 10'-0" MAX 'o m $ W ro PLAN a F N °s B° F m m � fi LL e 2X4 BLOCKING) g15`0JA BETWEEN TRUSSES HIP TRUSS w ffi W'��? a ,R' � Lq �� g m ,�" D: Lai w � 130a�� ac `°j Erna O_ TB03 HIP / RIDGE BLOCKING DETAIL N.T.S. TB04 TRUSS BRACING OVERLAP DETAIL (TYP) N rs �g99 WWI = m g r 6 W E m S ;Gg ?��i�rL ¢ a i 3H„Su C)FJ y� S r g Iww4.RISENG.COMu ❑ ❑ ❑ O o rn N z � (D TRUSS NOTES: c Z Q 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 o a J M (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 c — s Z oa IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED m Cn TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS, NO EXCESS CONCENTRATION OF ANY o ¢ CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONEAREA THEY SHALL BE SPREAD OUT - EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. N A w F 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LITERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL c •� O E LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. o U 50 Utl6 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT � w O m C 0] ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS, N = 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. ~ M T SEE TYP. TRUSS BLOCKING DETAILS a RS C co "A SHEATHING O 0 3 T04TRUSS X4 AS SHOWN L) � a TRUSS SPACES DLRETTNAON o Q Vo -MM QIW RUS m DAMS HOMES VERTICAL SCAB 2%6 #2 SPF 46" O.C. W/ (4)12d TOP & BOTTOM OR H5 SEE TRUSS (2).1 NAILS y� c OR HCLR/LL IN PLACE OF (4) 100 SECTION TO E TRUSS :� FLORIDA CONTRACTORS LICENSE NO. CRC1330146 REQUIRED P RAFTERS GREATER THAN 8'0° B8 d 3000 GULFBREEZE PARKWAY SEE PLAN OIJBLE TOP DOUBLE SEE STRUCTURAL NOTES AND NAILING GULFBREEZE, FLORIDA 32563 PRE-ENG. TRUSS PLATE SECTION B-B TOP PLATE SCHEDULE FOR SHEATHING DETAILS 2x STUD WALL VARIES w ROOF € DIVISION LOCATION: \flSLOPE .\ PORT ST. LUCIE sEEPLAry GONV. FRAMED RIDGE \ Z i ♦ Job Information: MAY BE NAILED w/ MIN. VERTICAL SCAB 2X6 42 \ 2X4 SPF BLOCKING / \ (4)12d WHEN IT LANDS SPF 4W O.C. W/ (4)12d \ BETWEEN TRUSSES NEXT TO PRE-ENG. TRUSS 2x$ gLKING. NAILED EACH TOP & BOTTOM OR H5 OR \ \ @ 48" O.C. MAX. SIDE W/ (3) 12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12d B REQUIRED w/ (2) MTS12'S REQUIRED @ RAFTERS GREATER \ \ THAN 8'�0" 2x4 SPF BRACE \ / \ \ @ 48" O.C. -NAIL w/(4) r COLLAR TIE \ 12d AT EACH END & m $HEATHIN • EVE RAFTRER� \ \ ALTERNATE DIRECTION \ O 4 t 1\ \ C n . 2X4 BLOCKING BETWEEN OB BEVEL CUTS A A s D TRUSSES W/ (2) 12d NAILS (OPTIONAL) a i�. C % a -I 0 EACH END, CONT. EACH BAY B TB 2X4 SPF W/ (2) #7X31/2" / / TRUSSES N v ALTERNATING DB WOOD SCREW EACH TRUSS / / SEE PLAN y OR HS @ 48" O.C. BLOCKING / / FUj E N � M 0] PRE-ENG. TRUSS \ / / N 3 CONT. ROOF SHEATHING AT TRUSS TOP \ / / O .N1 � 0) STRUCTURAL SHEATHING CHORO AT ALL HAND FRAMED AREAS TYP. \ \ / / l� m a SEE PLAN FOR CONNECTION / / SIMPSON A34 OR \ \tf r JW,^ B BLOCKING K LNG 2%4 P.T. BLOCKING BETWEEN DIAGONAL WOOD •jE 2X8 N2 SYP RIDGE BEAM (USP MP4) @ \ \ / / 2'-0" ON CENTER \ \ / / O Lq O co V ) TRUSSES cdlB NAILSEN AT 8'-0DIAGONAL TRUSS 2X4 SPF BLOCKING \ /\ / ♦ Model Name Number: EACH END MAX 'if'-)E' 2x6 RAFTERS BETWEEN TRUSSES Y \/ a A d2'OMMO MAX. w/ T 1RI COMMON TOENAILS TO RIDGE BEAM @ 24" O.C. MAX.w/ \ / \ - WALL BELOW 2X4 RAFTERS FOR SPANS LESS THAN (3)12tl EA. END (TYP.) $ 1512 SEE PLANS FOR TYPE ( ) 4 Fr @ 2'0' D.C. MAX W / (3) IOD CONC.MASONRY SEE PLAN 06 m r 2X4 STEEL OR WOOD COMMON TOE NAILS TO RIDGE BEAM ♦ Plan Issue Date: T&BCHORD BEARING SUPPORT Tuesday, May 12, 2020 TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/2" SPACE _ @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING ♦ KA PROJECT NUMBER: SEE PLAN FOR MORE SHEATHING INFORMATION arni LAa3041 z 2x4 S.Y.P. @ 16" O.C. ,Q Sheet: A Of: N TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS N T.S. TB1S EXTERIOR NON -BEARING WALL DETAIL N.T.S. ROOF FRAMING AND BRACING DETAILS 6" s^, 13 THERMA-TRU INSTALLATION KEY DIFFERENCES CHECK LIST Rough openings are 114" 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. Predril ling 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. SPA EVE % 6" 6" SINGLE DOOR SINGLE DOOR W SIDELITE F;h, 6" 3" o.. b.. 3n 3,h 3" 3R 3„ 1 I 3" 3„ 3hh 6' 6' 6„ 6,h DOUBLE DOOR W/ SIDELITES 1A /E W ;PACE .VEN LY 6" 6 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. O im TOP OF SLAB op Z I'll -II°1 t Ir " Ir I a a d o O Z IN - o 16" MIN. DIAMETER CONCRETE FOOTING N.T.S. C,h SPACE EVENLY s ft� a� oe" Line Xelkey try centering Pof o�r'ba'm0 \ -36' witle des oSa°Z>oyTs CeHaWin rguarp gw. Sri yy�ses meprooFing Ingle e$r°n�Vky S(de HerntCR"$ auivdent derY to Y �C,OJI. 6 �RNgqake " o not nail wlNh Dril 10 Embed each shhhQe Edge valley centerline In a 2" wide scot of asphhelt mongaernent. , Cut 2" dorl5eortrMA plec set use In 5th Ce. r a Is. Cut s hirgns Y back from Valley centerline SHINGLE INSTALLATION GUIDE ll■`III—`�I�I■ NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS.6 PER SHINGLE. PoDi 0� se Wse E^d p1u 3td L° .roJtgO � y9^ ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT aAsaO (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY TEXTURED, PAINTED BEHIND FLASHING EXTEER. WALL FINISH G LOCATIONS) MINIMUM OF 6AND ABOVE 6" XG- H GALV. VERTICAL RISE OF FLASHING VERTICAL WALL FLASHING CONT. AT KNEEWALL T ENTRY PLASTER STo sEntnNT ROOF SHINGLES �z 6" x 6" H GALV. m FLASHING CON,., . FLASHING DETAILS 6" HORIZ i NOTE THIS DETAIL IS REQUIRED BASHING 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 tN': 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 INSTALLATIONOFWINDOW ATTACHMENT N.T.S BUCK STRIPS - 1x4 (DEPTH OF Wow. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS � 1/2' DRYWALL FLAT HD. "TAPCON" SCREW THRU \ THE W'DOW FRAME INTO MASONRY JAMB MIN. 4" FROM END AND MIN. 16" C.C. 1/8" SHIM SPACE EXT. FINISH DRIP EDGE WINDOW SEALANT 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 2k WOOD FRAME BY OTHERS SHEATHING --. BY OTHERS CAULK BY OTHERS O.A. WINDOW HEIGHT EX R 04R i f/2` ice. EMBEDMENT ,--.-40 WOOD SCREW TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S lAw MAX., SHIM SPtACE R905.2.9.5 DRIP EWE. PROVIDE OWP kUG4 AT EAVES AND GA&ES C4 6111NOLE ROOFS. OVERLAP TO BE A V N,MUM OF Gin p6o1i. EWE DRIP EDGES SHALL EXTEND win BELOW SHEATHING AND EXTEND BALK ON THE RCX`A MINM IA OF 21n. DRIP EDGE AT EAVES SHALL BE PERMITTED TO BE N6TALLED EITHER OVER OR UNTFR THE l'NDFM AYMFYT. IF INSTALLED OVER THE UNDERIAY rr, THERE SHALL BE MINIMUM 41n W OTH OF ROOF CEMENT INeTALLED OVER IHE GRIP EDGE FLANGE,UHIP LODE SHA1 BE MECHANICALLY fASTENEO A MAXIMUM Of 12s ON CENTER WHERE TFE Vesd AS DETERMINED N CCO ANDE WTH SECTION R30121.3 IS 110 MPH (177 KM/HI OR GREATER OR THE MEAN ROOF HEIGHT EXCEEDS 33 FEET 11O.(Y58 rim) Dfdl'_DGES SHALL BE MMHANICAI I.Y MITTLED A MMNUM OF4INCHES ON CENTER Matimum Fastener Sparing Wall Framing; (lambs, Head and Sill) #2 SprucelWne/FB Dr eeaer .Silicone #10 So. #to, Screws Minimum Penetration Glaring Beal -'- — -- Mounting FIT'`- cross Seddon YreW -... &terms Vlea of Fixed Window; Minimum tl2 Silicone A _ I Ei#erirn SFeaIting Note; We strorptyrecommendMe am o/Msh/ng and/orllashing fapasan s/flpansassYateldh7A5AN E2112-01. Nawevet, dwro vadatien In chides and bulldmpt N, h/shtfup to the 0AMI Mrto determine tha propsrinsGlpGM otowit ma .. .., . u... U117UF C 7 Befm lrsta"dle/ 4 JLn'nom,, age Du`hb e WRp may be pPWedbacY, tar Inspection, but please re -Stink the wezp to plot , hetlal,f on srra Cte> andosrr di,,Oge unt m'*tmc lD,,5,0McPc. Step l Measure to be seethe opening is 318" m 3R" larger than the window six bath vaticelt, aid halzonmpy. + You may wish to predrill the irstaliatMn holes in the An at ft time. Ore hp/ea#2d* Asce dft ft as May am nth Step 2 Amy a gelrerous bead of sNzoneto the backsi0eof the mounting fro, Use enough S imheto sugktently fill all voids between the fin and the wall sheatinnik Step 3 Imert the window meet the opening frcen the at6ide. The window Is labeled "inside" and °outside, butt these labels have been removed, the glitiong bead Shouldaavays be m the Inof building.. Step 4 Install shims under the sill, adjusting Item until the urrt a plumb in the opening. Shims should be installed under the sip even 2 f xt. The widow should be basically cmRvd In the operring with n0 am than t/4" gap between the window and wall framing. Step S Install a#10X.1.112"screw 4' from to caner of tie fin at each end of the head, am and both jambs. Step 6 Install the remaining lastaeers in 8" increments from the caner screws tothe center of eachfrane member, the ore not m Over - dghtenderscrewsandpullthemthroghthefin. Also, make sure gas Eaev4 go in Straight and do act am the frame to bow, WallOamrg shots be a minimum of #2 Sprum/Pe e/Fir Faster s should be #igxrews of aufitlem lengIt m adaeve l-3I8" painetrabon into the wait and n t easben l Y from edgeoffrafto. Fastener quandtld deeded In ode3de of franem atltlewe 8".' LeegItmFrame Nkwn6er 10" 36' 36" 34". 4Y 60' sr 66" 74" fu" 90" 99" Number of Fasteners 1 2 1 3 1 4 1 3 1 6 7 8 9 10 13 1 11 1 13 SLR 7 Remove emess silicone "weressis out" from around the 0n and Inspect for holes a voids. Use slicone enrol a wads. Step 8 If deskd, a foam Excitation on be applied to the interior gap between the window and END framing. If applied, OYsnuav rVe the mud rrAan+nl�c ;rr�r-rlerr. Step 9 Since thew windows am tMirally used in rooms with hghmaahae, is, lethroans, it Is ranmmeadd that the 6Hernr gap between the window and wail Framing also be sexed with silkpne ad mod ED se nett to Interfere with the irsbllagpn of wallboard, gee or trim. Say 10 Once all onstructbn is carpsk", remem the bubble wrap fran the IrWde and outside Agee widow. If neo any, clean the blocks with a mild detergent and wen, water using d soft Cloth. Failure to follow these procedures will void any and all warrantles. I r r " I 'L.I ,.,/ / �-9 ''i LN..I. i � I v X I 8 b v 1`�apinpr itf*e. O T k{f +. g QP S , E �h`� O'CN ` j •. v g3 A N. m No 0 N c o C 6,Ba1 lei..: U VJ GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. E 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. g a 2 e 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. 'i f � NCO a8o$° SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION gs o�qm o AND CALL OUTS. $ tip$ 01 212U a d �� w y Product Approval Submittal Affidavit 3 UP Building Address: Contractor: a s of E CO ED° LL Building Permit: �g z"o"ate"ej o J C Product Design Manufacture Model # Attachment Approval # a r m Pressures Method 0 9§ l �g WWw.FD6FAG.DOM 000 Roofing: il Fi B DAD' IKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING FL7006.1 R-10 v N o 1st Choice courvrvAPP. m M o ROOFING VENTS: ROOFING UNDERLAYMENT: 1st Choice WOODLAND INDUSTRIES 2nd Choice Overhead Garage Doors: 1st Choice +30.0/-30.0 CLOPAY 2nd Choice 1 +30.0/-32.0 CLOPAY Swing Doors: 1st Choice +67.0/-67.0 THERMA TRU{ FIBERGLASS 0 irlrl Chnit'.P +67.0/.67.0 THERMA TRU{ nnrmc, acc n NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. W/ 3/8" MIN PENETRATION THRU SHEATHING ARE GALVANIZED 4 - n Z ,o z c CI � a = . z o a FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, FL21580.1 R-1 n EBOM EDGE AND „ D.C. TYPICAL MAX, 0 E E U _o 0 Mu o Ln s] AYMENTS-HVHZ iATURATED ORGANIC FELT UNDERLAYMENT SHALL BE APPLIED AND ATTACHED IN ACCORDANCE WITH FL15216 - R3 I FL17206.1 R905.1.1 0 �(0 H=-- m U 12 N E UU O p � t 00 / �9 2'x6" P.T. WOOD JAMB WITH FL16546.1 � U r to I s (5) 1/2" DIA: x 8" "J" BOLTS FL15279.36 = a mom Q m' ® DAMS HOMUS 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" FL20461.1 ui TAPCONS MIN, 4" FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL FL20461.19 c v FLORIDA CONTRACTORS LICENSE NO. CRC1330146 BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM 4 1 m 3000 GULFBREEZE PARKWAY TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. THEREAFTER. (TYPICAL ALL 4SIDES) d 6 GULFBREEZE, FLORIDA 32563 'a s DIVISION LOCATION: INSTALLAITON EASTERNERS STEEL ROOFING - +0/-146.3 The TapcO Group 7" Staggered FL20403.17 PORT ST. LUCI E Shakes NAILS 11/z" LONG WITH 1/8" DNA. SHANKS & 3/8" DIA. HEADS AT 10" O.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL v 2 N.A. N.A. N.A. SHALL BE BEYOND WALL DRESSING Job Information: H-40/-50 MI WINDOWS 3540 SERIES SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON R9 single Hung (fin) ANCHOR WITH MIN. 11A" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALLa HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWSDi 3540 SERIES +40/-50 MI WINDOWS Single Hung (flange) OF SUFFICIENT INSTALLATION TION THROUGVIDEH 2X BUCK USE #8 w000 TO WOOEW D BUCK. R9 Nty M 3540PicturE ERIwindESS +50.0/-50.0 MI WINDOWS SUFFIENT LENGTH TO ACHIEVE 1Y,." INCH MINIMUM EMBEDMENT FL18644.3 R3 m IN WOOD SUBSTRATE. a O Mullions: u I— z a N 1st Choice MI WINDOWS M-1926 Vertical Mullion I FOR ATTACHING MI WINDOWS MULLION SECT6796 CLIP INTO CONCRETE 3/16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A ilk FL 185041 M-1926 Horizontal FL 15804.2 MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM — Un sal 0) MuIllon EDGE DISTANCE 'm F W fir c 'a M Fixed Glass: O m m Z C C D r U M 1st Choice +50.0/-50.0 S BL CK 625 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN. 11A" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED TAPCON SHOULD FL18644.3 R-3 2nd Choice FOR LJJ �,^ BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. e O O _j � L2 J m 0 V ) 3rd Choice GO Soffit: Model Name /Number: 1512 1st Choice +55.0/-35.0 KAYCAN LTD S" BEADED 1 1/2" NAILS 10" O.C. IN FL16503.4 R-3 Hurricane Panels: a Plan Issue Date: 1st Choice 46 PSF EXT/ HURRICANE STORM PANEL MFG. INC. 24" Ga. Galvanizetl DIRECT MOUNT. TOP 1k"-20 MALE PANELMATE W/° WINGNUTS AT 121fz" O.C, BOTTOM 1/4"-20 SIDEWALK FL16293.1 Tuesday, May 12, 2020 KA PROJECT NUMBER: 46 PSF INT. Steel Storm Panels BOLT W/ POWERS CALK -IN o `m 1 have reviewed the above components of cladding and have approved their 20-3041 use in the structure. (Architect or Engineer of record) Sheet: S-5 Of: Name: Carl A. Brown Certification Number: FI" # 563.26 „ rn Name: TODD M. BORN Certification Number: Fl. # 82126 MATERIAL Name: Luis Pablo Torres Certification Number: A. # 87864 REFERENCE INFO (PSL) MECHANICALLY FASTEN AS FOLD TI E BARRIER THESE DETAILS ARE GENERIC AND MEANT TO SHOW FLASHING REQUIREMENTS NECESSARY IN CORNERS THROUGH , , � RESISTIVE BARRIER & WEATHER RESISTIVE SELF -ADHERED FLASHING TEMPORARILY SECURE BARRIER GENERAL FLASHING AND WATERPROOFING METHODS DOOR ROUGH OPENING R703.1 General. Exterior walls shall g p WEATHER TO BE USED. provide the building with a weathearesistant exterior well envelope. The exterior �RESISITIVE WINDOW UNIT wall envelope shall Include flashing as described In Section R703.4. A wateareslstive barrier Is described as a I /r BARRIER WOOD FRAME CONSTR. material behind an exterior wall covering that is Intended to resist liquid water that has penetrated behind the exterior ,�; \` �'i LJ `� EXTERIOR SLOPE '. t.�_,.-_ SELF -ADHERED FLASHING 3/4^-1"BEAD OF CONSTR. covering from further intruding into the exterior wall assembly. An exterior wall covering i6 described as a material or SHEATHING BY LAPPING DOWN ADHESIVE TO 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 a weather-resiative OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN (0.6 cm : 30.5 cm) barrier, insulation, or for aesthetics, including but not limited to, veneers, siding, exterior insulation and finish systems, WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND architectural trim and embellishments such as comices, soffits, and fascias. OR EQUAL WEATHERPROOF CAULKING SELF ADHERED FLASHING PRODUCTS DETAILS R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 \WEATHER SELF -ADHERED FLASHING EXTERIOR for Type 1 felt or other approved Water^resistive barrier shall be applied over studs or sheathing of all exterior walls. Such RESISITIVE CEMT. FIN. TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND. felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not lass than 2 Inches BARRIER SEAL TOPS OF JOISTS ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 (51 mm). Where joints occur, felt shall be lapped not less than 6 Inches (152 mm). The felt or other approved material UNDER DECKING SUBFLOOR shall be continuous to the top of walls and terminated at penetrations and building appendages In a manner to meet the (SEE DETAIL WP07) ! requirements of the exterior wall envelope as described In Section R703.1. o SELF -ADHERED FLASHING g WIRE LATH R703.7.3 Water -resistive barriers shall be installed as required In Section R703.2 and, where applied over wood -based a HEAD FLASHING TIE-IN INSTRUXTIONS: Detail I nstruetion S sheathing, shall Include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of RIM JOIST Grade D 1. Cut, fold up &temporarily secure weather paper. The individual layers shall be Installed Independently such that each layer provides a separate resistive barrier above header to allow for flashing installation Refer to the number marked as ® in each detail that corresponds to the continuous plane and any flashing (installed in accordance with Section R703.4) Intended to drain to the water -resistive fi 2. Self -adhered flashing plus head flashing underweather BUILDING numbered items in the list of instructions below: border Is directed between the layers. �d resistive barrier PAPER 1. Install self -adhered flashing in order as shown by numbers applied over wood -based sheathing has a water resistance equal to 3. Fold weather resistive barrier back over head flashing and Exception: Where the water -resistive barrier that Is `Go seal with tape 2. Install flashing and weather resistive barrier to form water shedding laps or greater them that of 60-minute Grade D paper and Is separated from the stucco by an intervening, substantially 0 2 22 3. Self -adhered flashing can be substituted for building paper nonwater-absorbing layer or designed drainage space. 4. Split the release paper using the ripcord (Split release on demand, 8 Scale, NITS embedded in the adhesive layer) -for ease of installation and to minimize R703A Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of Y SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING y ) water Into the wail cavity or penetration of water to the building structural framing components. Sel"dhered membranes FLANGED WINDOW W P01 EXTERIOR DOOR WITH DECK -SECTION A IWPO2 CEMT. FINISH SILU POTSHELF/ CHIMNEY SHOULDER W P03 scoring cuts used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the 3 FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER 5. Remove all release paper per standard installation instructions and building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint , adhere to substrate using a square piece of flashing material (6" x 6" expansion and contraction, ASTM C1281, AAMA f)12, or other approved standard as appropriate for the type of sealant. K Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 71A. The flashing shall extend to the m RUBBERIZED ASPHALT surface of the exterior wall finish. Approved corrosion resistant fleshings shall be Installed at the following locations: E EXTERIOR SHEATHING RUBBERIZED Minimum) EXTERIOR SHEATHING 3/4"-1"BEAD OF CONSTR. INSTALL SELF -ADHERED ASPHALT ADHESIVE 6. Fold as shown by arrows g ❑uufr -� ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD ADHESIVE 7. Angle of corner may van 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the ° ,,`tt� TO frryr0. THRESHOLD OF DOOR AND RETURN FLASHING, SEE SELF -ADHERED FLASHING g y y, adjust folding of the flashing accordingly to fit e O R UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW tight t0 Corner exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. ,00e P6�, • pFS>� REFER TO TECHNICAL OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) g Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings �� 'GE N•S °sue LETTER ON CHEMICAL SCORED 8. Mechanically fasten as necessary shall be installed in accordance with one or more of the following: @ �GJ'.: ,k o COMPATIBILITY j '(6 E `J;, NO g N «I ' RELEASE PAPER 1.1 The fenestration manufacturer's installation and flashing Instructions, or for applications not addressed in the @ O t LU SELF -ADHERED SELF -ADHERED FLASHING, w (BEFORE FOLDING, SCORE fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where s N ' LU RELEASE PAPER TO EXPOSE Ltl:; EXTEND A MINIMUM 6" flashing Instructions or details are not provided, r > * '. fV FLASHING VERTICALLY FROM ADHESIVE AS seowN) g P ,pan flashing shall be Installed at the sill of exterior window and • ,[ b door openings. Pan flashing shall be sealed or sloped In such a manner as to direct water to the surface of the THRESHo o exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall c % `.• R \ 2> % s ' MECHANICALLY FASTEN AS incorporate flashing or protection at the head and sides. �ii �' L. • f, �`� SECTION -A NECESSARY IN CORNERS THROUGH 1.2. In accordance with the flashing design or method of a registered design professional. $ srr`�ap 1111104 1'� (SEE DETAIL WP02) SELF -ADHERED FLASHING 1.3. In accordance with other approved methods. SELF -ADHERED 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WOMA 300 or F FLASHING O' / y FMA/AAMA/WDMA 400. g v v 2 Y� 2 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both I SELF -ADHERED FLASHING II CJ sides under stucco copings. LD NAILING FLANGE t w O f y^, 4 3. Under and at the ends of masonry, wood or metal copings and sills. o 2 SEAL TOPS KI JOISTS `'J 6 4. Continuously above all projecting wood trim. DO NOT FLASH OVER UNDER DECKING o ,7 E y_ BOTTOM NAILING 8 (SEE DETAIL WP07) 2 a FLANGE S. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. m a oig(0 6 .Ni "s gm t a 6. At wall and roof intersections. SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING !^1 8 J=HI nIN�m BEd HALF ROUND WINDOW 1WP04 EXTERIOR DOOR WITH DECK TWPO 5 INSIDE CORNER W PO V 7. At built -In gutters. g = 3m a v F FA a SELF -ADHERED FLASHING fix, e sT 2 g -i z Z O DECK PROTECTOR asks o o ~ SH103 EATHING u w`"sa �- ¢ m a 7/8"Cement Plaster T, snag Zia d o in accordance with In/ accordance with Plaster Cement m� 8 O c 5 y _ - ASTMC926 a q=" 2 c� o SELF -ADHERED ASTMC926 W F- FLASHING PATCH wAm:wsENo.coN 111311 Felt backed metal lathe in accordance Felt backed metal m SELF -ADHERED FLASHING - lathe in accordance P O withASTMC1063 withASTMC1063 T ( ) ? N a DECK PROTECTOR \_ Building Paper 9 P Building Paper z a W 7/16" O.S.B. 7/16 O.S.B. � a � Is DOUBLE �+ Sheathing sheathing (/ /) _ a LL I SINGLE JOIST �: ; Z JOIST SELF -ADHERED FLASHING Metal - Keep top edge VI � SELF -ADHERED FLASHING 1 3 :...,- Flashing 2f weep belowtoreof " �4I w r�`- 2 31/7' block P `y - o 3" MIN J Unperforated ., E n� -U 4 Flange 7/8" Vulcum v �.1./ 0 m cauk bottom t N Weep Screed � . � g ` f to O 5 joint only 0 Yf6 LI N E Maintain Bottom of Metal Flashing Vi o 3-1/2" Unperforated - SELF -ADHERED FLASHING 7 SELF -ADHERED FLASHING AX APPLYA LIQUID FLASHING TO THE MASONRY OPENING HEAD, JAMB, SILL IN Q Wee Screed '. = m ^ H \HO.8362x;DECK JOIST W PO / W PO V ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE W PO V 1 1/2 to 2" Flange 7/8" Weep Screed OUTSIDE CORNER �3 � c rn v s INSTALLATION OF THE BUCKIRECEPTOR. Above Roof s 1 /2" Cementitious N a m6� 140 ; Sheathing Decorative Finish DAMS HOMES 9 o • • o, All inside and 0 EXTERIOR .••,0• outside corner will FLORIDA CONTRACTORS LICENSE NO. CRC1330146 CEMT. FIN. WINDOW UNIT need to be miter 3000 GULFBREEZE PARKWAY Cement cut and caulked all a GULFBREEZE, FLORIDA 32563 BUILDING PAPER n accordain ®eY o, o • ' a SLOPE butt joints need to m SLOPE SLOPE in : 12.0 in SLOPE with ASTMC926 becaulked using 0.3 in: 12.0 in (0.6 cm : 30.5 cm) 0.3 in: 12.0 in over wood 2nd Vulcum caulk for all DIVISION LOCATION: (0.6 cm: 30.5 cm) (0.6 cm: 30.5 cm) floor PORT n! LUCI E Job Information: N SELF -ADHERED FLASHING m WIRE LATH 'a SELF -ADHERED FLASHING EXTERIOR .. o CEMT. FIN. 117100 BUILDING PAPER m O WIRE LATH o 1 /2" Cement a SELF -ADHERED FLASHING 0 0 IV V Plaster Finish m . a Z c N rl 0 In WIRE LATH BlockUJ 1111 N C 2 12' Perforated E � m M "0• Flange 1/2" Weep N > BUILDING PAPER rl nn 3 BUILDING PAPER Cement - o Screed z , , m 'a DO Piaster EXTERIOR over blockLO J W lstfloor 0 0 m (n Slab Install bottom V Model Name / Number: WINDOW UNIT CEMT. FIN. edge of weep screed 1" below 1512 finish floor _TTPlan Issue Date: N OPTIONAL DETAIL Tuesday, May 12, 2020 $2 m KA PROJECT NUMBER: 3 3 O Note: 3 The building20-3041 paper and metal lath Y SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING must be installed ovor the top of WEEP SCREED DETAIL Sheet: Of: CEMT. FINISH WINDOW HEAD W P 10 CEMT. FINISH WINDOW SILL EWP1 CEMT. FINISH PARAPET WALL WLP12 the weep screed. SCALE: NOT TO SCALE W P WATER PROOF 17- F DETAILS 5" bath duct to roof cap w/fan 70 cfm 1Ox6 1wcd 100 Ox6 1 wcd 120 10x6 lwcd 55 I 10x10 ro mow' `I 2 r .. - 301ill 130 I 14x8 1wcd 130 18x18 rag 14x8 1wcd 210 18x18 fbrog 1 m :I 4 45 8x _1yrc� 0 IR 42X42 A/C SLAB BY BLDR MIN 2' FROM WALL 5" bath duct to roof cap w/fan—light 70 cfm �l • • • el to ♦• a• an LA, EI w/fan 70 cfm x4 lwcd 10 r. ------------------------------------ - - - - - � NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED 1 INCH UNDERCUT BELOW DOORS TO HABITABLE Transfer ducts/grills sized in compliance with Florida Residential Building Code—M1602.4 balanced return air. EXCEPTIONS 1-3 o dryer duct t to roof cap w/dryer vent box v s 0 � O � cz O U� O � o U S 0 s Must have a minimum clearance of 4 inches around the air handler per the State Energy code. All duct has an r=6 insulation value.