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HomeMy WebLinkAboutBuilding PlansTERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA INDEX OF DRAWINGS R318.1 TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING BOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." NOTES: V 1. METHOD OF TREATMENT SHALL BE APPROVED Y HE B T GOVERNING JURISDICTION "BOR-ACOR" PRODUCT METHODS MUST BE DETERM INED 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. EXTERIOR COVERING 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. EXTERIOR WALL LATH ATTACHEMENT LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION�RESISTANT MATERIALS EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED TO WOOD SHEATHING WITH 11/2" LONG 12, GAGE NAILS HAVING A 7/+6" HEAD OR 7/8" LONG, 76 GAGE STAPLES SPACED NOT MORE THAN 6 INCHES ON CENTER VERTICALLY AND HORIZONTALLY (REF. 2G17 FRC R703.711, R703.7.2 PLASTER. PLASTERING W/ PORTLAND CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHEN APPLIED OVER METAL LATH OR WIRE LATH AND SHALL BE NOT LESS THAN TWO COATS WHEN APPLIED OVER MASONRY, CONCRETE R7 03.7.3 WATER -RESISTIVE BARRIERS. WATER -RESISTIVE BARRIERS SHALL BE INSTALLED WHERE CEMENT PLASTER (STUCCO) IS TO BE APPLIED OVER INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER. THE INDIVIDUAL WOOD -BASED SHEATHING, SHALL N UDE R EAB LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. THE BARRIERS SHALL CONSIST OF ONE OF THE FOLLOWING. 1. TWO LAYERS OF AN APPROVED WATER RESISTANT BARRIER MATERIAL IN ACCORDANCE WITH R703.2. 2. ONE LAYER OF AN APPROVED WATER -RESISTIVE BARRIER (PAPERBACKED STUCCO LATH) OVER AN APPROVED SYNTHETIC HOUSE WRAP. R703.4FLASHING. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. FLASHING SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. • EXTERIOR WINDOW/DOOR OPENINGS. • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTIONS WITH FRAME WALLS. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. • WHERE EXTERIOR PORCHES,. DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. AT WALL AND ROOF INTERSECTIONS AT BUILT-IN GUTTERS. MASTER REVISIONS DATE I DESCRIPTION CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5" PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 11/2" TO FORM U.N.O. 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6', OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LBS OF FIBER PER CUBIC YARD. 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM A615/ A615M GRADE 40 U.N.O. REINFORCING FOR FOOTING HALL BE SUPPORTED ON PRECAST CONCRETE PADS STEEL WIRE OR PLASTIC SUPPORTS. TOP REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING. WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON LINTEL PLAN PAGE. 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING DHESIVE WAS USED IN THE DESIGN OFTHIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF IECORD FOR WRITTEN APPROVAL. 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F' OF THE FLORIDA BUILDING CODE 6th. EDITION (2017) IS TO BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN. THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL. NOTES ON THESE PLANS THAT INDICATE 2500P.S.1. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90014, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 1900 PSI if m = 1500 PSI ) 2. MORTAR SHALL BE TYPE"S", CONFORMING TO ASTM C270-12A. 3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI SLUMPS" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT, 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR 1OFT, WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MSO5 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF 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 R (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. WOOD CONSTRUCTION 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (I.E BLACKING OR GABLE END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL SHALL BE USED. AT A MINIMUM ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WI7H SIMPSON HSS2 STUD SHOES,TYP., U.N.O. 4.. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION, FOR EXAMPLE; ACQ-C, ACQ-D, CBA-A OR CA43 REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SSX) DOES NOT. 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 7. SEE PLAN FOR STUD PACK AND BEAM MAILING PATTERNS. S. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. PARALLAM COLUMNS: 1.8E Fb = 2400PSI MICROLAM (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP 1.7E Fb=2400 PSI MIN. 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR OR OSB FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE, WALL SHEATHING: 7/16" STRUCTURAL 1 OSB EXPOSURE I OR 15/32" RATED OSS EXPOSURE 1 A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. PRE ENGINEERED WOOD TRUSSES 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER STRUCTURAL PLAN 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. 3'-TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS, 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED IBY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED. LOADS AND GOVERNING CODES. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, AND PERMANENT BRACING AND/OR BRIDGING AS REQU RED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL LGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. UPLIFT CONNECTORS 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR MORE INFO. CODE CRITERIA FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL FLORIDA FIRE PREVENTION CODE 6TH EDITION (2017) FLORIDA BUILDING CODE ACCESSIBILITY 6TH EDITION (2017) NFPA 7014, NATIONAL ELECTRICAL CODES (NEC 2014) & 6TH FBCR Ch. 3443 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE- (ACI 31&14) SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301-10) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) NATIONAL SPECIFICATION DESIGN CATION FOR WOOD CONSTRUCTION - 2015 EDITION I Fl WOOD FRAMED CONSTRUCTION MANUAL 2015 EDITION APA PLYWOOD DESIGN SPECIFICATION 2012 EDITION AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE/SEI 7-10 ALUMINUM DESIGN MANUAL-2015 EDITION 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (9) LOCAL STATE AND FEDERAL BODIES DEFLECTION CRITERIA ROOFTRUSSES* LL/360 TL/240 COMMMENTS:. ROOF RAFTERS LL/180 TL/120 ROOF RAFTERS (W/O CLG) LL/360 TL/240 FLOOR TRUSSES/ BEAMS ** LL/360 TL/240 FLOOR HJOIST*** LL/480 TL/240 *TL MAX 2" UP TO 4OFT SPAN * *TL MAX 3/4" +## TI MAX I /9" GENERAL ROOF LOADING SHINGLE METAL TILE HEAVY ROOF (PSF) ROOF PSF ROOF (PSF) ROOF (PSF) TOP CHORD LL 20 20 20 20 TOP CHORD DL 7 7 15 25 BOTTOM CHORD LL*. 0 0 0 0 BOTTOM CHORD DL 10 10 10 10 TOTAL(PSF) 37 37 45 55 BOTTOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE 20 ATTICS W/ HEAVY STORAGE 50 * ATTICS W/ NO STORAGE 10 (NON -CONCURRENT) NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN APPROVAL MOM FOR OR INDICATED ON PLAN GENERAL FLOOR LOADING TOP CHORD LL 40 (PSF) COMMMENITS: TOP CHORD OL 10 (PSF) BOTTOM CHORD LL 0 (PSF) BOTTOM CHORD DL 5 (PSF) GAME ROOM 60 (PSF). COMMMENTS: BALCONIES/ DECKS 40 (PSF) BALCONIES OVER 100SQ:FT 100 (PSF) LIGHT STORAGE 125 (PSF) LIBRARIES READING ROOMS 60 (PSF)' STACK ROOMS 150 (PSF) GUARD RAIL @ HAND RAILS(d) 200 (PSF) GUARD RAILS IN FILL COMP. (f) 50 (PSF) ROOMS OTHER THAN SLEEPING 40 (PSF) SLEEPING ROOM 30 (PSF) STAIRS 40 (PSF) FOOT NOTES d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE.TOP. f. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY I BUILDING RISK CATEGORY B II BUILDINGTYPE i V ;. ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE C EFFICIENT +/-0.18 NOTE: MEAN ROOF HEI HT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS OFT ASCE 7-10 W kLL 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 (-) VALUE DENOTES SUCTION DIAGRAM AREA 4 O (+j 27.6 (+) 27.6 10 (-) 29.9 (-) 37.0 (+) 26.5 (+) 26.5 20 (-) 28.8 (-) 34.4 O Q 50 (+) 24.8 (+) 24.8 , 4 I ® (-) 27.1 (-) 31.1 16 7 Q 0 (+) 23.4 (+) 23.4 S00 (-) 25.7 (-) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x 7'-0" 16-07 x 7'-0" (-) 51.3 (+) 24.3 (+) 23.3 (-) 27.5 (- 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY W/IN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. S. 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. SEE FLOOR PLAN FOR ACTUAL PRESSURES SHT NO 1 2 3 5 6 S-1 S-2 S-3 S-4 S-5 WP M-1 TITLE COVER SHEET FLOOR PLAN FOUNDATION PLAN U C ELECTRICAL PLAN ELEVATIONS TRUSS LAYOUT LINTEL PLAN DETAILS DETAILS s DETAILS PRODUCT INFO SHEET WATERPROOFING DETAILS HVAC FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. It is the Intent of Designer/Engineer listed In the titleblock of these 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 45 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error. The Builder and all subcontractors are required to THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE) MIXED PER THE MFGR'S 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE review. all the information contained in these documents, prior to 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 Deslgner/Engineer are not PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY CONTROL for any plan errors, omfssions,or misinterpretations DURING BOND BEAM POUR. CONTROL OF CONSTRUCTION SITE: undetected and not reported to the Designer / Engineer prior to 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) *5 VERT. IN CONIC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. construction. All construction MUST be in accordance to the TO FOOTING). KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHA NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE information found in these documents. Any questions regarding the 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION I MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM36 TWIST STRAP W/ (4)?A"x 21h" TTTENS TO CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED T0, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFELY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE information found in these plans should be directed to our Quality 5P0 F FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OBLIGATIONR Q OY RE RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE THEREOF. R UNDER THIS AGREEMENT OTHERWISE E RY S T S THAN 860 L85 USE 2 MTSM 6 FOR Q MASON AND 7 10d NAIL 0 TRUSS FOR UPLIFTS LESS 1 R UPLIFTS LESS THAN1720# . IF CORNER STRAP IS (} ( () ) Assurance Ma nager era321.972.0491' .N k t Immediate c bac cha es TO PROTECT, WITHOUT SITE, MATERIALS ORE EQUIPMENT, FROM MOISTURE MOLD FUNGUS, F THEFT VANDALISM, �N rg TE W H Ui LIMITATION THE RESIDENCE CONSTRUCTION SI S IRE A DALISM TRESPASS OR ANY OTHER MISSED CONTRACTOR TO INSTALL 2 SIMPSON HGAM10 W 4 1 4" x 11/2' SDS SCREWS AND 5 1 4" x 2 1 4" TfTENS ONE EACH SIDE OF TRUSS. Q O / O / O / / PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED T0, THE PERIOD OF TIME BEFORE CONSTRUCTION; DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER will be considered for reimbursement ro the Designer/Engineer by NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF. GIRDER TRUSS CONNECTIONS ARE CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON. without advanced notacant and approvals will be made In the Designer/Engineer. Paymentand accordance to the MISSED, CONTACT THE FOR FOR SUBSTITUTION. terms of the agreement.. I 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" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. ( FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. " ! ✓ ��7 REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY Ae\DAMS A BOCC I DAM!S' HOME S No Of Northwest Florida® 3000 GULFBREE77E PARKWAY GULFBREFEECIZE, FLORMA FILE COPY s E E .`�� Q P~ • � S E GCS ��� Z 1.7afD4 k � o: p,TE Of i .,�4fFSS f ro,pv W go $g D rNw rJiLL � �g•E 0�'RWz F � -a 1.€ FA € w LL�F' Q coo$ � W�E� Mmm m Z-� I a LL IS d a6 J o as s5 0 K O N q u 2 U D J s yl �� 4" vxw�.rnsws.cwm ❑ � ❑ 0 z N � 7m 8 z m O - Q a J LL a Z o ( U U ¢ I C f0 p OW In c m Ln f6 V 2N E Ij V 3 A Q moe$ �II. Al 1'1AMG YAIL��QI IFLORIDA CONTRACTORS. LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZEr FLORIDA 32563 PORT ST. LUCIE IVI Job Information: O ri W`PM �b J N LL 4) ao 0- 0 J LU Ai -0 J Im U) I) in u- VI Model Name / Number: 1485 � Plan Issue Date: Wednesday, June 17, 2020 VT KA PROJECT NUMBER: 20-4145 Sheet: i I Of: COVER SHEET BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT MARK SPACING SPECIES CAP.(pIU TOP BOTTOM NO BW1 18' (2)led TOENAILS (2)led TOENAILS SPF UPLIFT SP2 W/ (aHlOd SP1 W/ (8}10d BW2 is. STUD, (6) Lod PLATE STUD, (4) iOd PLATE SPF 402 BW3 16" (2) SP2 W/ (6) Sod (2) SPS W/ (8) iOd SPF 809 STUD led PLATE STUD 4 1Gd PLATE NO BW4 16' (2) led TOENAILS (2)16d TOENAILS SYP UPUFr BW5 SP2 W/ (6)lOd SPi W/ (6}10d 18- STUD 6 10d PLATE STUD 4 10d PLATE SYP 439 P-WeIl (2) SP2 W1(6)10d SPS W/ (6}10d is" STUD 5 10d PLATE STUD (4) 10d PLATE .SYP 878 NO ®: 12" (2) led TOENAILS (2) led TOENAILS SPF UPLIFT 6W8 SP2 W/ st}ixl SP1 W/ (6}10d 12" STUD, (8) 10d PLATE STUD, 4 10d PLATE SPF 535 BW9 (STU)10d 12• PLATE STUD, D, (4) 10d PLATE SPF 1070 BW10 12" (2) led TOENAILS (2) led TOENAILS SYP 0 BW11 SP2 W/ (6H10d SP1 W/(BH10d 12. STUD, B 10d PLATE STUD, (4) iOd PLATE SYP 585 BW12 (2) SP2 W/ (6) iOd SPl W/ (6H10d 12' STUD, (6) iOd PLATE STUD, (4)10d PLATE SYP 1170 BW13 NOT USED /--DOUBLE 2x TOP PLATE - acc ruuv MASONRY WALL OR ICF WALL. SEE PLAN 2x STUDS PER DOUBLE 2x HEADIWALL PLAN/SCHEWLE PLAN/ SEE FLOOR PLAN ABOVE MIN SIZE. SEE WF FOR CONNECTION IF HEADER IS WITINDICATED ABOVE SEE MS03/S-1 FOR NO UPLIFT CONNE BRG WALL TO INDICATED IN WF09 CAN MASONRY WALL BE IGNORED. CONNECTION INFO 2x MID -SPAN BLOCKING CONNECTORS W/ (2)12d TOENAILS @ TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN 8%0" SCHEDULE ABOVE F.F. SEE FOUNDATION PLAN FOR MORE 2x P.T. W/ 1/2" As @ 32 O.C. W/ 7" INFO EMBEDMENT OR 1/2- A.T.R. W/ SIMPSON SET W/ SW= SHEARWALL MIN. 7" EMBEDMENT PAST STEP DOWN. -> REQUIRES MIN ALT.: SIMPSON 1/2' TITEN HD @ 32. D.C.` 7/16" 03B PLYW'D W/ SAME EMBEDMENT W/8d NAILS AT 4"m SEE GENERAL NOTE#8 BRG. WALL DETAIL IN FIELD AND EDGE. GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. SP4, SP6 AND BPS CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SPS AND FIRST FLOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) 6. IF "SW' IS INDICATED THE WALL IS CONSIDERED A SHEARWALL AND REQUIRES MIN. 7/16" OSS PLYWOOD W/ ad NAILS AT 4" O.C. IN FIELD AND EDGE TO (1) SIDE OF WALL 7. ALL 2x EXTERIOR WALLS W1 EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHRING W L L SEE I AT AND WALLS SECT, BW4. R STUD SPACING AND GRADE S. IFTHE BEARING WALL RINDICATED WITH THE HAVE U BW4, THE SBWiOTUDS THESE WALLS ARE ONLY SLATE AN T THE FLOOR LOAD AND DO HOT HAVE UPLIFT, THE STUDS ARE TOE NAILED WILL PLATE AND THE 2x PLATE CAN BE ATTACHED WITH HARD CASED NAILS (GUN NAILS) AND WILL NOT REQUIRETHE ANCHOR BOLT ATTACHM ENT INDICATED IN THE BEARING WALL SCHEDULE. HE B. TABLE LOAD. 1 ONE NAZI AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD. lOd= 4.148" DIAL. x 3' LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) BONN. & FASTENER UPLIFT(Lb) Cl IS) 2 x 4 #2 SPF (4) - led TOENAILS 0 DTT2Z W/ 1/2" WEDGE C2 (3) 2 x 4 #2 SPF ANCHOR" & (8) 1/4" X 1. 1/2" 2145 SDS SCREWS FTI (3)2 x 4SYP #1-0B (4)-led TOENAILS Q: DTT2Z W/ 1/2- WEDGE ANCHOR* & (8)1/4" X 11/2' FC4 (4) 2 x 4 SPF #2 2145 SDS SCREWS C5 4 x 4 P.L#2 ABU44 W/ 5/8" ATR** G - am HSYP POST & (12).- led NAILS U = 2200 CB 6x 6 P.T. #2 ABU86 W/6/8"ATR** G=12DOO HSYP POST & (12) -1sd NAILS U - 2300 C7 8x 8 P.T. #2 ABUBS W/(2),-5/8'ATR** G=24335 SYP POST & (18) - led NAILS U = 2320 3.5 x 3,5 P.L. HDU5SD82.5 W (14) 1/4' X 1.8E Fb--2400 PSI. 21/2'.SDS WS &5/8' EPDXY SS45. (WOMMANIZED IF EXT.) ANCHOR, OR ATR** a3.5X 5.25 P.L.HDUS-SDS2.5W/(1411/4"x LSE F10=2400 PSI 21/2' SOS We & 6B' EXOPY 5645 LMANIZED IF EXT. ANCHOR, OR ATR** 3.5 x7 RL HDUB-SDS2,5 W/(20)1/4'x C10 1.8E Fb-2400 PSI 21/2" SDS WS & 7/8" EPDXY 6970 (WOLMANIZED IF EXT.) ANCHOR OR ATR*** 6.26 x 5.25 ..1. HDU83DS2.5 W/ (20)1/4" x C11 1.8E Fb-2400 PSI 21/2' SDS WS & 7/8" EPDXY T870 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** 7 x 7 P.L. HDUSSDS2.5 W/ (20)1/4' x 012 1.8E Fb=2400 PSI 2 1/2" SDS WS & 7/9" EPDXY 7870 WOMANIZED IF EXIT. ANCHOR OR ATR"* GENERAL COLUMN NOTES 1. SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH UND. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL WF37/S.3 4. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2" ATR 6" EMBEDMENT FOR 5/8' AIR 8" EMBEDMENT FOR 7/8" ATR 5. IF [C] COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 6, SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALLAM COLUMNS (16E).MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS f1r1AANA/1NI NI All I,., DNIC'I INA ATI/" rl INI AIA11 C- COMMON NAIL DAL / LENGTH PNEUMATIC GUN COMMON ". GUN APPLICATION I NAIL DIA.-LENGTH NAIL SPACING Bd, 0131" X 2 °h" 0.131' X 2'A' SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS 10d OR 12d 0148" X 3" 0.131- X 3" SEE PLAN BLOCKING & TOE 0148 X 3 �4 0.131' X 3 +A" NAILS & TOP PLATE 12d 0.148" X 3 "A" 0.131' X 3 04" 8" O.C.(COMMON) STUD WALL W O.C. GUN NAIL CORNERS 10d 0.148" X 3" 0.131' X 3• 8- O.C.(COMMON) STUD PACK 6". O.C. GUN NAIL COLUMNS lad 0.162" X3-h- O,i31"X3'A" (2)1613(COMMON) ISEE PLAN (3) 16D ( GUN NAILS) BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS (2)-2x 8#2 SYP W/7/16" CONNECTION: PROVIDE (2) 6�gM/7,) DSB FLITCH PLATE. NAIL SIMPSON LSTA38 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS@ 12' OR (21 SIMPSON HETAi6 TO CMU O.C. TYP EACH SIDE COL U.N.O. ON ROOF PLAN. (2)- 2 x 10 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) des FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) M BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12' OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL U.N.O. ON ROOF PLAN. (2) - 2 x 12 #2 SYP W/ 7/16" - CONNECTION: PROVIDE (2) OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR 12) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2)-13/4' x 111/4" LVL CONNECTION PROVIDE (2) 2.0E Fb=2600 PSI, NAIL BEAM SIMPSON LSTA24 OR (2) 4 TOGETHER USING (2) ROWS HTS20 TO WOOD POST 1/4' X 31/2" SDS WOOD OR (2) SIMPSON OR (2) SIMPSON HETA16 TO CMU SCREWS @ 10' O.C. TYP. GOL U.N.O. ON ROOF PLAN. EACH SIDE (2) -13/4' x 117/8" LVL 2.0E Fb-2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2). TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 31/2".SDS WOOD SINIPSON HTS20 TO WOOD POST SCREWS @ 16" O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL U.N.O.ON ROOF PLAN. (2) - 1 3/4 x i AIL BEAM 29E FIx=2800 PSI. PSI. NAIL CONNECTION: PROVIDE (2) M TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4' x 31/2 SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS @ 16 O.C. TYP. OR (2) SIMPSON HErAl6 TO CMU EACH SIDE COL, U.N.O. ON ROOF PLAN. GENERAL BEAM NOTES 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN. 4" BEARING EACH END) 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANYWAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. HEADER SCHEDULE MARK - HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP SEE GENERAL HEADER NOTE #5 III 1/2" FLITCH PLATE THIS SHEET H2 (2) - 2X8 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/7 FLITCH PLATE THIS SHEET H3O- 2X10 #2 SYP SEE GENERAL HEADER NOTE #5 WI 12" FLITCH PLATE THIS SHEET ' O(2) - 2X12 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H5 (2) -1 3/4- X 11 1/4 : ATTACH TOGETHER WI (2) ROWS 1/4" X 3 lir LVL 2.OE FIOL2000 PSI SDS WD SCREWS 01r O.C. TYP. EACH SIDE H6 (2) - 1 314- X 9 1/4 ATTACH TOGETHER WI (3) ROWS 1/4"X 3 1/2 LVL2.OEFb26DOPS) SDS WD SCREWS LID 16- O.C. TYP. EACH SIDE HEADER SUPPORT NO- OF JACKS & STUDS RED. AT OPENINGS OPENING 2x4 WALL 2x6-OR 2X8 WALL JACKS KINGS JACKS KINGS SIZE FA. END EA. END EA. END EA. END . - 1'-0" (1) (2) (1) (2)' 4'-0'-9-0" (2) (3) (2) (2)-- 1O"-0" - i6'-0" (3) (4) (3) (4) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE 1st FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS UNO ON PLAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/S3 5. FASTEN ALL MULTPLY HEADERS 70GETHER W/ (2) ROWS.12d COMMON NAILS AT 12" o.d. ALONG EACH EDGE OR (3) ROWS IF 2x1O OR LARGER, 6. FASTEN ALL HEADERS TO KING STUDS WITH (3) 12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. 2' 2" 2868 lit 3m X W Z Z [ �0 O O:Um �U O � u! O _ O = ~ O �,lrz b NFE 10' 2" Y( N MASTER BA. OPTIONS 3'-4" X 4'-0" TEMP. FIXED GLS. WINDOW CNTR. ON TUB 3030 (1) PC. FIBERGLASS SHOWER IN LIEU OF LINEN CLOSET W 1) L.E.D. DISC LT. MASTER BATH OPTIONS SCALE: 1/4".=1'-0" 39'-4" 12'-7" 14'-6" 13'-6„ S2 C6 TYP. ' ------ B-- - M3----� COVERED PATIO 14,-0„x 10'-0" °/ 0 O 3'-4" 10,-8" 4' 4" 4'-4. 7,-4" 9'_4" ILE . O do DBL 25 SH 25 SH DEL 25 SH O > 3 25 SH 2865 HOSE EGRESS TEMP.GUS. O MP.GLS. EGRESS BIBB 12'8" 14'4" 12'4" BEDROOM 2 off o G T VAULT'CEILING - _ _ _ _ - _ _ _ _ _ _ _ _ _ _ - _ _ _ - - _ _ _ - _ ---- - --._--------------------..----------- _____ _-------- S01 OWNER GREAT ROOM 's z' 618" s2 BEDROOM VAULTED CLG. 3'b" VAULT CEILING . 10'-0" FLAT CLG. 3:12 PITCH 2668 2668 q x vl 36" FLAT BAR a TOP ON 3414" ih I I to . in Ln N AO N WALL- w N II DOOR, PER 3'-3" 4' 6" 5'3" R/S ACCESSIBILITY 00 CODE W G0 I I 3'-6" ° ° 8'-10" (V t 2868 a O " m FG�. � � JL SHWR On 0 _1 p^ ' ' Pn �M. J 00 ; N VAULT CLG z '��< / SINK BATH ° 3: W `� o� - 668 --, o O o C9 p�p me 0) 3:12 PITCH z q �� KITGHLN z w 10'-0" CLG.. FLAT to 00 3 3^ 7'-9" 2-4" BEDROOM 3 2468 1 z , Y 1 VAULT CEILING u� x : A 4 1 I 2068 W .0,4 W O N to N 110'-2" 3'-6" I --- I 12,4' rl w PAN (5) SH. 2668 (� WIC e.03 00 I VAULT CLG 4 ( I DRY R STACK TO = I ((NOp d. D BE LOCATED IN a? I THIS AREA 01 ' '- ---- IF HAN ON BOX AFF r - � 6'-2" , 4,-0„ 1 f I W L - J N l Li - - J 2'-8" 41&13' 9" 2'•11 2468 -- NOTE: BUILDER TO PROVID APPLIANCE PROTECTION IF p PROVIDE PLATFORM REQUIRED BY MUNICIPALI M FOR HVAC UNIT SEE SHEET 4 FOR DETAILS DINING RM. VERIFY SIZE W/ VAULT CLG. MFGR 2 CAR GARAGE 00 8' CEILINGF[ i- N 16 8" Tl� 19 -4" 0DJ MS07 PULL DN.-STAIRS R 10'-0+' S1 3 ;. LOCATE IN FIELD N B,-8,,. WALL SI © _ I 22 3/4" x 54" 1 --------------- 0 3068 DBL 25 SH "' EGRESS "� (2) 12" S.L. W/ 16" _ _ _ _ i ni M2 T HIGH TRANS. ABOVE Q 9,-0• 1'_4„ O 9•-0n n I.IZJ_LLL i0 CD i 16" SQUARE °1 S2 COLUMN M FALSE BEAM. BOTT ®9.4 A.F.F. � BO HOSE BM2 S2 BIBB I O lug IF 111 1, m 160 OVERHEAD 8'-e 10'-101, 2'-0' 16'-0" 2'.0" 19'-4 20'-0" 39 4* FLOOR PLAN SCALE: 1/4' = 1'-0" ELEVATION "AIL 160 MPH OPENING PRESSURES ENCLOSED - EXPOSURE B A +27.8 / -29.9 © +27.8 / -37.0 +26.5 / -28.8 © +26.5 / -34.4 O+24.6 / -27.1 O +24.8 / -31.1 O+24.3 / -27.5 O.. +23.3 / -26.0 NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE "ALLOWABLE" PRESSURES WALL LEGEND FRAMED WALL BEARING FRAME WALL ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. MASONRY WALL GENERAL NOTES 1. R302.5.1 Door from garage Into house must be a minimum 13/8" solid wood door, solid or honeycomb steel door, or 20 Minute fire rated door. 2. Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic space and soffits is not acceptable. Ventilation shall be permitted to exit through the soffit if solid soffit is installed 5'-0" on each side of the venting. 3. R302.6 The garage shall be separated from the residence and it's attic by not less than 1/24nch (12.7mm).gypsum board applied to the garage side. Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch (15,9mm) type X gypsum board or equivalent. Where the separation Is a floorcelling assembly, the structure supporting the separation shall also protected by not less than 1/2 Inch (12.7mm) gypsum board or equivalent. 4. R312.2.1 Window sills In dwelling units where the opening Of an operable window Is located more than 72 inches (1829 mm) above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 Inches (61.0 mm) above tree finished floor of the room in which the window is located. Glazing between the floor and 24 Inches (610 mm) shall beflxed or have openings through which a 4inchdiameter (102 mm) sphere cannot pass. 5. R308.4.2 All windows within 2'-0" Of doors and in shower or tub areas will be safety tempered glass. 6. Ceiling for exterior entries and covered porches to have 7/16". span rated OSB nailed per zone on roof diagram nailing schedule or 5/8' CDX. 1X T&G acceptable for substitution. 7. EC: R402.2.4 Access doors from conditioned spaces to unconditioned spaces (e.g., attics and craw[ spaces) shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. 8. Laundry Note: (Unless noted otherwise) Provide dryer vent thru roof max. Igt. 35'-0", washer & dryer units (washer unit to be always on left side when facing units) hanson box ® 36" aff 9. Ceilings for exterior entries and covered porches to be 7/16" OSB on underside of roof trusses shall be attached to all framing members with 2x blocking provided at perimeter. The OSB shall be attached w/ 8d nails at 6" D.C. field and 4" O.C. at edges or 7d screw shank 3" O.C. field and 4" edges. Vinyl calling to be attaches to OSS per manufacturer specifications REVIEWED FOR CODE COMPLIANC" ST. LUCI'E COUNT` BOCC FILE Copy AREA CALCULATIONS let FLOOR 1-489 S.F. 1 TOTAL LIVING (AC) 1489 S.F. GARAGE 389 S.F. COVERED ENTRY (BASE) 54 S.F. COVERED PATIO/LANAI 140 S.F. TOTAL AREA UNDER ROOF 2072 S.F. Iffff' �,• 6�0 T pp ry. ''. AD 8 . : 01 LLL S, P, i �'hfASS+014\ \\\y\� , N � a) �I W to OLD �my�C103 a H OR m� gg E a - aao Ell O M S - "Z 1111�V.Nt 0. Q`i�4:� wUjy 6 N ' v 15 €p¢Z z z o T a_AA12 mLLlxa^dea s8 ot� c v_7 WWW.FDSENG.COM ❑ ❑ ❑ Ur m O Z Z m -- ¢ o a Z U.) C9 ¢ f� E - yyN 0 W O (n c m Ln d M 9 .1A FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: O z �� H W � � M cN In 3 to ai � J W � O Jm(nin Model Name / Number: 1.485 Plan Issue Date: Wednesday, June 17, 2020 KA PROJECT NUMBER: 20-4145 Sheet: ^ Of: FLOOR PLAN (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION GRADE REINFPC . SEE PLAN Lp'll ()#5 REBAR FM01 SINGLE STORY FTG REINF SEE PLAN _F,F P) R*5REBAR (") SLOPE MAY VARY 24" MAXIMUM DEPTH. GENERAL FOUNDATION NOTES IF GREATER THAN 24" CONTACT FOR OR UNLESS NOTED OTHERWISE REFERENCE FMASW FOR STEM WALL OPTION 1 PRO DE MIN. 6 MIL. APPROVED VAPORBARRIER. ALL JOINTS TO BE OPTIONAL CURB FOR 'I '� F F_ VARIES LAPPED MIN. 6" AND SEALED. MASONRY 0 ELEV. 0'-0"- W/ (1) - #5 BAR CONT. ^• °'-' ' 2 4" 2BOO PSI CONIC. SLAB W/ 6X610/10 W W F, OR MINIMUM .75 L89 y. 1 OF FIBER PER CUBIC YARD RBERMESH/FIBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND NER-284 ' FOR RBERMESH OR NER-414 FOR FlBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER & TREATED FOR TERMITES. * / v ) I 2 STORY: 20" X 20" 3 • INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR. TO REINF. N W 3 - #5 CONT. - BEAM W/ (1) #5 REBAR GRADE 40 U.N.O. TYPICAL ASV. SLAB. HOOKED FrG SEE PLAN ; ►. ,16"e ,• DOWELS 17' EMBEDMENT W/ 25" EXT. ABOVE SLAB. (2) # 5 REBAR q CONSULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR BEARING RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE 1/12' PER FOOT AWAY FROM HOUSE 1/r = 1'-0" FM02 SECTION @ GARAGE 1/2" = r-0" U.N.O. ON PLAN. 6 NO WOOD STAKES PERMITTED IN FOUNDATION. 7 PENDING SITE CONDITONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. 8 ALL FOOTING SHALL BE MIN 12' BELOW GRADE 9 MAB N TO COORDINATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THRSUGH SLAB 10 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY 11 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF SEE SOILS REPORT" AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95%OF MAX. DRY DENSITY AS DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR) IN E UAL LIFTS NOT TO EXCEEDING 12' THE FOUNDATION SIZES INDICATED FM03 I THICKENED EDGE 1/2" = 1'-0" = 1'-0 ON TjIE FOUNDATION PLAN HAS BEEN DESIGNED FORA MINIMUM SOIL (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. BEARING CAPACITY OF 2000PSF. 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 FOOTING SCHEDULE F.O.M. EACH END, TYP. GAR. FIN. FLR., MARK srzE OwrH REINFORCING GRAVITY CAP. Ibs / F1.0 1'-O" X CONT. 1'-0" 2 #5 E.W. SOT. 2ODD 7jrALIGN F2.0 2-0" X 2'-0^ 1'4" 3 #5 E.W. BOT. 7200 DRIVE W/ BOTTOM OF RECESS & PITCH DRIVE 2.STORY: 20" X 20" 4" CONIC. DRIVE W/ 1/2" EXP W/ 3) - #5 CONT. FEE 2%6'. x 2'4" 11-0" a #5 E.W. DOT. 11000 JOINTS 10" O.C. TYP. 18" (2) #5 REBAR =1'-0" S.0 FFE.W. a -0" x 3'-0" 1-0" 4 #s DOT. 16600 FM09 SECTION @ GAR. DOOR 1/2"=1'-0" m.6 3'-0'X 3'-0' 1'-0" 4#5 E.W. BOT. 21500 F4.0 4'-0" X 4' 0' 1'-0" 5 #5 E.W. HOT. 28000 F4.5 4'-6"X 4'•B" 1'-4" 5 #5 E.W. 8OT. 34500 F5.0 5'-0" X 5'-0' 11-4" 6 #5 E.W. SOT. 42500 1'4" 7 #5 E.W. DOT. 61500 SEE PLAN ',... 8, 4„ =r-0" FM12 STEP DOWN NON BRIG. 1/2"=r-0' SEE PLAN OPTIONAL CURB SLOPED GROUT OR MASONRY AT TO DRAIN 4"x 4"x 16" C w TYP SEC. ELEV, 0'-0" WITH CURB < (1) #5 BAR CONT. (G.C. VERIFY) REINFZ F.F. . f ro •: " • (SEE PLAN) 2 45 CONT. INSTALL LINING ,♦ _a ! 2 #5 BENT BARS. W/ MATERIALS PER - w N ` MIN. 25" LAP SPLICE FBC•R P2709,2 MUDDED FLR. 16" SLOPED TO DRAIN MIN. FM14 I SECTION @ RECESS SHOWER 1 1/2"=1-0" FM18 TYP. STEP FTG. DETAIL 1/2"=1'-0" 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 '0 #5 X 25" X'25" - CORNER BAR ONE N FOR EA. HORIZ. iN RE BAR, TYP.. U.N.O. (2) #5 REBAR A/C CHASE 2 STORY: 20" X 10" 4" PVC SLEEVE THRU FOOTING W/(3) - #5 CONT. _ FIVI19 KP. CORNER BAR DETAIL 1-1/2"=ro" FM23 TYP. FND PENETRATION 1/2 V-W STEMWALL SCHEDULE STEMWALL FOOTING DIMENSION NUMBER/SIZE OF BARS LAT. MAXIMUM F.C. SPACING (D.C.) d 1 STORY d 2 STORY b 1 STORY b 2 STORY HEIGHT (h) IN STEM WALL 0'-0"-2'-0" 811 10. 16" 20" W/ (2) #5 BARS <674# 6'-8' >2'-0"-3'4" 10.. 10. 2011 24" W/ (3) #5 BARS 674# 5'.4' >3'4" 4'-0" 12" 12" 32' 32" W/(4)#5 BARS 845# 4'-0' >4'-0" -5'-4" 16" 48" 48" W/ (5) #5 BARS CONT. 1162# 2'S' -16. & #5 0 18" O.C. TRANSV. SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL SEE CHART ABV. -MA%. F.C. SPACING (O.C.) Ap W.W.M. TO BE TIED TO #5 CONT. REBAR (1) #5 HORIZ. CONT. TIED TO EA. VERTICAL REINF. BAR 04 TURN BAR 0 STEM WALLS GREATER THAN (1) #5 HORIZ. CONT. TIED TO .+ EA. VERTICAL REINF. y FIN GRADES" MIN. I _ TO TOP OF y STRIP FTG. COMPACTED CLEAN IN MAX 12' LIFTS K STRIP FrG. W/ QTY OF f3"MIN. COVER d REINF. PER SCHEDULE �F (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 VERT. F.C. ABV. FDN. WALL WHEN STEM WALL EXCEEDS 4'.0" FlBERMESH CAN NOT BE USED AND PER PLAN SPACING #4 TURN BARS ARE REQUIRED 0 EACH FILLED CELL LOCATION. EACH BAR TO r-SEE NOTE TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM #s 3. IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO CONSTRUCTION FOR MORE INFORMATION 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK FILLING IS TAKING PLACE SEWER .C. 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK ® 16" h • O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" TALL (TYPICAL ALL CORNERS) 6. IF STEMWALL IS WITH IN 5'-0" OF POOL OR WATER FEATURE FOUNDATIONS -SEE Noce 6 7, ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. 8.R.403.1.4 MINIMUN DEPTH: ALL EXTERIOR FOOTINGS(BOTTOM)SHALL BE. PLACED AT LEAST 12" BELOW THE UNDISTURBED GROUND SURFACE. 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0- TALL NTS LEGEND - INDICATES SINGLE -STORY FOOTING - INDICATES TWMTORY FOOTING - INDICATES PAD FOOTING PLUMBING RISER NOTE: ALL PLUMBING RISERS ARE TO BE VERIFIED w/ PLUMBING CONTRACTOR 4 F b iY R 'v I Q n q °P ro BIBB 12'-7" 6" 39'4" FF2.5 03 FZ 5 3 ' I FMO3 I I I 3 I I I 31-0„ 7,.0" 3'-S„ 1 3'.8 011.31$113,,8" 3,-8" 71-0" 2,$" Iw FM01 V a A/C COMP PAD 1 I ¢ 4 CONC. SLAB 3 = o W/ 8" X S" THK'N 11 Et C I os EDGE 1`,1 I STEP DOWN 4" a •----------•----------- •- 1 , r r 1 , m 'v cb` 0 i� I 2,-2" 12'-10" 3'-0" 2'-S' 1 10" CEN.O _ --- 2 X �-- 2x4 W -g- -�---- 8 N�6LL. O/ ICB°1 ar-•sir°1� a 11 'F.G.3 �II 04. I ISHWR I 1 1 °) O1 _ _ I I DBL SINK: rL'_ rr 70 w W/ DISPOSAL 4'-----�-' ci LLB J i s��P CN�S A(1� �. IF L , �4 ' FM01 1 1 FM12 1 3 1 4 STEP DOWN 4" , 9 1 ; IQ 1 1 13,-9, 6.-3. 2,.6" 16'B" IFS WED COCA 'OI IPI - - C.J. _ 4 4 ' S P DOWN 5 1/2ic !' i , FM03 a N iQ0 � ' ,i 1 ' , 1 �O F2.5 - - - ' I LS81Bla ■ ' i 4 FM09 n 10 " CENOF m ------------------ ______I______ ____-______________1 39'4" 2'-0" FOUNDATION FLAN SCALE: 1/4" = 1'.C" ELEVATION "Ail 2'-0" v c 3 v 0 ♦♦ , O TOR w ♦`♦♦ P ,�♦Q . N � Jam; g766A T S Al E OF i oP,: to IR 10 N ♦♦♦♦ '� c 7I11I III I1l1T♦♦ '=c 3 � m 25 �$ a 00 €swot/ ■' �j N 00 LaV�o�w � fJi Ti Yi g6�TI l! m8i�rfi q a 2 L Q.N'"=a: w c I W LL N E LO Ieo a Its z_«$ z Cr 12Q2.°iNO x R 2.29 Q III pip O ffi '6 $ H ro 0 SaX E' By�Ee G 0 p 0 o n 9-1 u a r � S Fs y F » WWW.FOHENG.CON ❑. 0.0 N (D Z c7 g Z a s S _1 Kul � a - Y m 6 Q) (D WNW m a--' n A @ � w 1•- E Q w o v c m m cm m � U wNE ". I w 0 O F a, - _ cps �© IL) 0) U Q Raw" AMS I HOM1� I' .nuoi.o FLORIDA CONTRACTORS UCENSE NO. CRC1330146 „ 3000 GULFBREE2E PARKWAY GULFBREEZE, FLORIDA 32M a ICE DIVISION LOCATION: z PORT ST. LUCIE Ty VI Job Information: a o N m O a rl a � � W T E 00cv In 3 m °° 'a E 0 _I LtJ JIb�V) LO l jVI Model Name / Number: 1485 Plan Issue Date: Wednesday, June 17, 2020 VT KA PROJECT NUMBER: 20-4145 Sheet: A Of: 3 N FOUNDATION LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 1,485 x 3 4,455 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 400 GEN LIGHT'G & RECEPT. + APR. CIR. = 33,005 SUBTRACT 100 % OF FIRST 10.000-10,000 A= 23,005 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP) 10,000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS ® 100%=10,000 + 40% OF "A" = (.40 x 23,005 = 9,202 + 100% OF "B" = (20,000) = 20,000 TOTAL WATTAGE 39,202 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 163 OF WALL 2z6 WALL (FLOOR TO CEILING) USE 2 RED HEADS TO ANCHOR WALL 24.11ALTERNATIVE PROTECTION BARRIERINT ful - - — - — - — - — - — - - 4INSTALL FAN �BOX PREWIRE ' ' / I PROVIDE DICONNECT�'\ ' AND GFI/WP \ WP OUTLET PER -CODE. GFl , FOR A/C COMP. BIBB , n I II b' INSTALL FAN I - D,�Q - BOX PREWIRE ` I A I FAN - - ` MkIWIRE 1 , CM (FORD/W - - ---- GFl � GF GFI I < FI FORHOOD 'G F GFI: I ' '22200 GFI i GF1 � I I I1220 I - GFI I F D ' 1, Fl 1 IhLGW�I i a D I , , , , 'I INSTALL FAN .,,BOX PREWIRE ICI r ', INSTALL FAN �Ud BOX PREWIRE r i e ; GFI ELECTRICAL 220� WIH... u — _ , ' ® 42" PANEL I I NOTE: LOCATION OF METER AND PANEL BOX TO BE BY BUILDER. IF NO GARAGE SERVICE \' DOOR IS PROVIDED A DISCONNECT SHALL BE ADDED AT METER LOCATION. ATTIG ELECTRIC ' GFI CD 42" \� \ REQ'D BY CODE , v i - - GFI DOOR L FOR GARAGE ni I WP DOOR OPENER GFI , COACH LIGHT NOTE: \ KEEP COACH LITES OUT OF BANDING, QUOINS, AND ROUND COLUMNS WHEN _ POSSIBLE. REFER TO ELEVATION FOR TRIM. COACH LIGHT _ " — - — - COACH LIGHT ELECTRIC PLAN SCALE: 1/4" = 1'-0" ELEVATION "A" o_ uj w J 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 3W AFF LAUNDRY ROOM 36"AFF EXTERIOR WATERPROOF 12" AFF .GARAGE GENERAL PURPOSE 42" AFF RANGE 2* AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR, 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND 6th EDITION FBCR, ELECTRICAL CHAPTER 34 THRU 43,AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCIs (ARC FAULT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT IN ALL DWELLING UNIT PER bth EDITION FBGR E3902.16 ALL 15 AND 20 AMP BRANCH CIRCUITS ARE REQUIRED TO BE ARC FAULT PROTECTED. 7. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED INALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70-14. SUCH DEVISES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 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 PLUGIN 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 WIFTHE 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 FBGR 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 0 CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH %� FLOOD LIGHT 14 FOUR-WAY SWITCH DIMMER SWITCH FLUORESCENT LIGHTING 1$DM } CEILING MOUNTED FIXTURE n Tr D 7T = TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE 110 VOLT DUPLEX OUTLET a CEILING FAN 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT 2 DOOR BELL CHIMES It WP WATER PROOF W/ GROUND FAULT v 220 VOLT OUTLET p-- , DOOR BELL ® SPECIAL SERVICES OUTLET D0 P DISPOSAL ET.V. CABLE OUTLET J DISCONNECT SWITCH -44 TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER RQ RECESSED LIGHTING ❑ JUNCTION BOX WATER PROOF RECESSED LIGHTING O THERMOSTAT BATH FAN Q LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT I C INTERCOM SYSTEM ® L.E.D. DISC LIGHT ® GARAGE DOOR PUS HEWED FOR O O N c 7 m N c 0 E: C a Wh o R W ST mEMgdzL1133 w 5 b m� al g � �vi W0��� Lq a:ww m m IA .2 a �€g a .6 a z 4CL o Y g5W0.9ac 'mS''p -99. a 8 92m5W �'�� V H J ❑ ❑ ❑ VAMW.R)SEN6.CCM m M Z N o Z M N c Z m � Q o - J c m L — s Z ¢ I(■Cii�J'jIj tI T U � o � .� 4-0 E � O g£g V t W O O m r O G m N o U L° N E w O U ' m U Q m o no I� L DAMS HOMBI - o FLORIDA CONTRACTORS LICENSE NO. CRC1330146 v 3000 GULMREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT � . LUCIE OPTIONAL OVERHEAD SERVICE VERIFY FINALAM ED 0Job Information: SAME AS UNDERGROUND WITH ELECTRICAL CONTRACTOR OCC 200 AMP SERVICE 200 = COPPER OR 4/O ALUMN. c IN N T CONDUIT a METER M,gIN m r DISCONNECT m 200 AMP A/C DISCONNECT y O. UNDERGROUND c SERVICE BY POWER COMPANY # 14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL #12 COPPER TO APPLIANCES AND GFI c g z LO PANEL # 10 COPPER TO¢jiF TEC (� ®p�f' #BCOPPER TO lrl+�E INTERSYSTEM # HVAC �J BTO 5i BONDING E > yam, 4) TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER o 00 N ti -4se 8) APPROVED GROUNDING ROD W/ MIN. 8' DEPTH o b) BONDED TO CONTINUOUS FOOTING STEEL m pM 6. LLJ 00 220 _ b J Lu a e OJ ELECTRICAL RISER N coLO LL NOTE: N.T.S. Model Name / Number: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH . APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET 1485 LOCAL CODES AND THE LOCAL POWER CO. Plan Issue Date: Wednesday, June 17, 2020 gVT KA PROJECT NUMBER: 20-414S s T Sheet: Of: 0 LN W ELECTRICAL PLAN 48' OFF RIDGE VENT 12 B ■ 7D 25 SH _FIN. FUR. CEMENTITIOUS COATING TOP OF BLK. 4 DBL 25 SH 25 SH TEMP. GLS. 25 SH TEMP. GLS. W'DOW HEAD ZIP DBL 25 SH — - _ - ^ _ GT L FlN. FLR. AW LITE TEXTURED DECORATIVE 2868 FR. DR. CEMENTITIOUS COATING DOOR STYLE MAY VERY REAR ELEVA SCALE: 1/4"= '-0" -LITE TEXTURED DECORATIVE r"CxeCr4TITInI IQ PRnTIKIP RAISED SMOOTH CEMENTITIOUS BANDS RETURN 2'-0". i i i i BRG. ® ENTRY TOP OF LK. 1' 4" 0 a ro RIGHT ELEVATION SCALE: 1/4"=1'-0" FIN_FLR. VENTILATION CALCULATION Formula = SF / 300 / 2 * 144 = net sq Inches of wantingrreeded equally for Intake and exhaust Soffit product provides 4.12 net sq in / sf Ridge vent provides 18.00 net sq in / If Off ridge vent provides 138.00 net sq in / sf Overhang distance 1.33 ft S.F. of Area to be vented (SF) 2072 s.f. Total needed for exhaust for upper 1/3 497 netsclinches Total needed for intake (soffit area, lower):. 497 nets 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 of5offit needed to meet required 91 Lineal Feet of$Offit rovided>by plan 143 3F ELK. 8" FRIEZE 16" X 30" DECO VENT TYP 12 6 N - AISED BOT OF OPN'G. 9'-4" A.F.F. KEY STONE TOP OF BLOCK (TYP) W' W HEAD HGT 0 �� oo�aoo❑oaoo 6 m 000013oao FIN. FIR. _ I p ❑ ❑ - � — - DBL25 SH 3068 g,p. w/ KICK PLATE 16'x7' 32 PANEL LITE TEXTURED DECORATIVE w/ 12" 51DELITES & 16" OVERHEAD DR. CEMENTITIOUS COATING HIGH {MANS. ABOVE 3/6/3 RAISED BA DS FRONT ELEVATION "A" SCALE: 1/4"=1'-0" 5 %1�0 1T0 '6 E C�C�, �•� 5 T �� 10 S 1 G r W 9 d �I g w o w_ N a C13 O .i w Bow Bm19 N ti _co EI" 00 J# # #J WZzoraS�sgEa -8J G O¢ O _ tl a O m8 ELr� m— WMV.R>SEN6.COM Cl ❑ ❑ 2 Z 8 z t� WA d c Z y � I E W �O Ln �UI°E u W 008 0 U Q 10" 4 DAIMIS' ONIS0I N G EM6' FLORIDA CONTRACTORS LICENSE NO. CRC1330146 v 3000 GULFBREEZE PARKWAY a 1/2" M �o GULFBREEZE, FLORIDA 32563 so v n DIVISION LOCATION: PORT ST. LUCIE 6" KEYSTONE DET. • Job SCALE:1"=1'-0" nu a ` r REVIEWED FOR N CODE COMPLIANCE a 0 ST. LUCIE COUNTY M BOCC R Z aO O) LLJ o m N p � W . 4 N rn m 00 a J�(nW to P I� FILL v; a a Model Name /Number: 1485 LADa Plan Issue Date: Wednesday, June 17, 2020 9 VI KA PROJECT NUMBER: 20-4145 a m R I Sheet: Of: � r ELEVATIONS -A- SEE DE G.C. TO PR( BLOCKING - W/ APA RE( FOR SPAN F 7/16" OSB. SEE."HIP/R BLOCKING" * * ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING THICKNESS IS 15/3Z".) IF 1S/32" IS USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP ECTIONS 20'-0" MAX 20'-0" MAX '. T603 Q EQ. d W Q CONTINUOUS BOTTOM CHORD "X" BRACE SEE BRACING 2 X 4 MIN. SEE DETAIL T804- Q )VIDE 'O DETAIL T001 `I COMPLY :OMENDATIONS- ATING OF _ _ q DGE _ - - DETAIL - _ - - - x Q V 4 Z �r Q O � � a w EQ. TOP & BOTTOM CHORD GABLE END BRACING @ � ` 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TBO5 REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NITS 411. O 4 Fr. , /n OI O 2 I Oi 5 FT, 4 FT. O 5 F4`. 4 FT. O2 Q `.2 - 4 FF. 4 FF. O O O f _ __________________ O O NAILING ZONE DIAGRAM NAIL AT BASE2RDWS@ROOF 4-O.C. W18dCOMMON NAIL ROOF NAILING SCHEDULE. O NAIL AT TOP PLATE TWO ROWS@4"OC.W/BdCOMMON IJAIL NAILING ZONES (SHINGLE AND TILE) O NAIL OPENING PERIMETER @3"O.C.W/8dCOMMON NAIL ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 INFIELD O NAIL INT. AT 3" O.C. W/ 8d COMMON NAIL ZONE 2:8d RING SHANK NAILS @ 6"O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD Or STAGGER ALL VERT. JOINTS & NAIL @4" O.C. (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING W/Sd COMMON NAIL SHANK NAILS) OF PLYWOOD SPLICES @ HEADER -NAIL SHEATHING TO HEADER NOTE: W/ 8d COMMON NAILS @ 4" O.C. 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 © (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL OR ROOF SHEATHING: (APA RATED EXPOSURE 1) 15/32" OR GREATER MEMBER IF GABLE END CDX PLYWOOD (TILE) NOTE: 80 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 1/8* SPACE IS ALTERNATE PANEL WALL SYSTEM (PREFAB) ATTACH WALL SHEATHING W/ RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW 16GA x 13/4• STAPLES & 2" O.C. ON EDGE & 4" O.C. IN FIELD. FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8" 15132" OSS EXPOSURE' 1 SHEATHING 1 -. (2} 2x TOP PLATE 15/32"OSB BEYOND EXPOSURE1 SHEATHING II II II u u II II II II PROVIDE I 11 BLOCKING AS 11 II REQUIREDPER SECTION X-X IF II NOT FULL 11 II HEIGHT SHEET H II 11 11 II II II II © LOOR SYSTI W LSHEATHING 2x RIBBON VERTICAL OR BLOCKING BETWEEN FLOOR SYSTEM II If fl II II SOLID 2x l I II II II I BLOCKING @ ALL W III III 11 11 II I SHEATHING 11 JI I III II tl /1� hl II II IIII EDGES (SEE �Z SECTION X.X) 111 OPENING III 11I - - - - It 1 u G III II II 1 _ 111 11 III III II II III II II II I I I II II II � 2x STUDS UU W BEYOND. m I II I III HI III I if 11 1 I I I II I I I I II I I I II II II III fl II I I II I II II II I SEE PLAN 0 1 0 z 0 I HORIZONTAL WALL ELEVATION DIAGRAM "S" = NAIL SPACING w z 0' N J LU � E_ ¢ �0co 0G,SLL 6- -2Eu a WOO LL 00 LL 2x4 P.T. BASE PLATE BEYOND SEE PLAN - AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7/16" FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/(4) 8d NAILS (2) 8d NAILS @ 3" O.C. ALTERNATING STAGGERED BLOCKING SECTION X-X *CONTRACTOR TO INSTALL EITHER HORIZONTAL OR VERTICAL BLOCKING AS SHOWN. BOTH ARE ADEQUATE TB13 WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N,T.S. C1V C3V C5V ROOF CRITERIA -161, OVERHANG C6 EAVES U.N.O. -12" OV RHANG @ GABLES U.N.O. SQUAR CUT FASCIA -ROOF PITCH PER ELEVATION SHING E LOADING CONNECTOR SCHEDULE FOR: ADAMS HOMES-M"del 1485w Lwal TRUSS ID BEARING POINT TRUSSACTUAL CONNECTDRID CONNECTOR UPLIFT FASTENERS "140TL9 UPLIFT DESIGN RATING C1V-11, E7V, H7V L/R -269#or less HUA16/PER TRUSS MFR 1830# (9)IOdxl-1/2" ,.;CIA -C3A, ESA, HSA L/R -302#orless H10A/PER TRUSS MFR. 1040# (18)10d x 1-1/2" A01 A09, C01 L/R -934#or less HFA16/HFA16 1810#/1810# (9)10dx1-1/2" ` (9)lad x1-1/2" AID' L/R -2167#or less (2)HEA36/(2)HETA16 4365#/2365N (10) 10d x1-1/2" A13 LONT BRG/R -759#or less PER DETA L GE01/D4/HUA16 1810 (9)10dx1-1/2" . CONT BRG -199#or less PER DETAI L GE01/D4 ' - (9)10d x11/2 t BOl,BDZ". L/M/R -645#.,less HETA16/HUA16/H10A 1810#/ 1810#/ 1040# (9)10dx11/2 1,1 '(ial lodxl llz P03,.RD4: L/R. -967#or less H10A/H10A 1040#/1040p (18)lOdx11/2 (18)10d x11/2 TRUSS MANUFACTURER. BFS DATE OFIAVOUR DATE Of TRUSS CUT SHEETS 4/23/2020 L-LEFT, R =RIGHT& M=MIDDLEBEARINGS. BEARING LOCATIONS ARE REFERENCED TO TRUSS MANUFACTURER'S TRUSS DRAWINGS 41 CONNECTORS ARE SIMPSON PRODUCTS 14 00 00 M L> U U U W W W P P o CD 0 h M M W U i W V U U n- a 0- a a 0- 0- S,p T U U W W W U U i o Q LO'n i J1P CJ J3PZL_ CJ P02 1 I I I PO 1 1 W W W M \10 W W 0 W Al (3) A09 VAULTED VAULTED A08 A07 7 A06 I 10LCLG 5 10' CLG Aoa VAULTED A01 I I VAULTED A01 A01 A01 A01 AO+ - - - - A02 10' CLG A03 I it A03 VAULTED @ 24' D.C. A03 8' CLG A03 11 GE03 L2 10' CLG C GE15 2 S-3 I TRUSS LAYOUT "A" A B01 B01 B02 col CO2 SCALE: 1/4 S4 =1'-0" - - Ldt C1V C3V C5V SIMPSON - CONNECTOR SCHEDULE USP - CONNECTOR SCHEDULE MARK TYPE CONNECTOR&FASTENERS SPF SYP CONNECTOR &FASTENERS SPF SYP ®FRAME TO HETA76M(9)1ad x I v2-CR HTA16 w/(10)10d x 112" OR MASONRY HE'll W(0)l0d x 11 W 1810 HTA20 w/(10)10d x 1.1 as 1585 1570 O FRAME TO FRAME H21Aw/(10)Bd NAILS 535 SIR R177Aw/(70)Bd NAILS 515 5% ©FRAME TO H10Aw/(18)10d x 112' 1015 1040 RT16AwA17)10d x 110 895 1020 FRAME HIGH-2 wl(18)1Dd x 111T AT 2 PLYTRUSSES P30 LOBO RT10.2w/(18)10dx1 V2"AT2PLYTRU8SES 385 law O FRAME TO MTS12W(14)10dxl 12"(AT EXTERIOR 860 MTWL2vd(14)l0d.I 12'(ATEMEft10R FRAME LOCATION INCLUDE 3)12d TOENAILS) 990 LOCATION INCLUDE I3)72d TOENAILS) 1005 1195 E FRAMETO MQTw1(22)10d NAILSAND518"AT.R.W1T 3330 3965 MUDTIS W(28)10d MAILS AND SW AT.R.W MASONRY EMBEDMENT# SIMPSON'SEr EPOxy IT EMBEDMENTWSIMPSON•SEP EPDXY' 3330 4495 O FRAME TO HT32O w/(24)10dx 11/2"IATEMERIOR 1215 w/(�)tOtlx172•(AT EXTERIOR FRAME LOCATION INCLVOE(3)12d TOENAILS 131020 LOCATION INCLUDE (3)12tl TOENAILS 1286 1630 OFRAME To (2) HTS20w/(48110d x 1 la'(ATEXTERIOR 2490 (2) HTW20 w/(48)10d x 11/1?(AT EXTERIOR FRAME LOCATION INCLUDE(6)12d TOENAILS 2a20 LOCATION INCLUDE(6)12d TOENAILS (EA) 2570 NOS FRAME TO HGT-2 M(16)10d NAILS AND (2) 5/9' ATA, HUGT2 W(10) IN NAILS AND (2) SIT A.T.R. O MASONRY W/ 12• EMBEDMENT W SIMPSON SET" 10690 W/ I EMBEDMENT# SIMPSON"BET' 7020 S790 EPDXY (HOT FOR &PLY) EPDXY (HUGT3 FOR 3PLY) OFRAMETO H FGTR M(181114-x3-SDS WOOD SCREWS 3100 RFUS w/(12) W83 WOOD SCREWS AND MASONRY AND (2)1/T x 5' TITAN HO ANCHOR SCLTS 4725 (4)3/4'xVWEDOE-BOLT 7100 LGT2M(16) IN SINKERS FRAMETO al) EIT 1750 2030 MASONRY ENOTEtl6BELow) ® FRAME TO. MASONRY/ R) LGT2w/ (32)18d SINKERS & (14) 1W4 21W7ITEN(2 PLYTRUSS) 35D0-M 0SO-M 4050iM (2) LUGT2 W (32)16d SINKERS A (10) 3100-M 3100-M 350 0-P lWx3"WEDGE-BOLT(2PLYTRUSS) g10O-F 452aM FRAME OR(28)?WSINKERSFOR FRAME TEA) OR(32)76d SINKERSFORFRAME(EA) ® FRAMETO MASONRY/ (2) LGT3 w/(24) 1/4'x 3"SDS SCREWS &(8) 3/8" x T TREN(2 PLY TRUSS) 4730.M 89]0.M (2)LUGT3f#(24)l14'x212"WS25 SCREWS&(4)3/8'x B480.M 7050•M FRAME OR(52) 16d SINKERS FOR FRAME (EA) 601E 0. .6960.E S' We (2 PLY TRUSS) OR(56) 18d SINKERS FOR FRAME (EA) B4SSF 7710.E O SEAM TO HLW10 OPT HUC410 w/(19) 1ad&(10) 10d G#2880 H0410 CPT M04101FW/(201 IN&(10)1ad E_ft 8 BEAM NAILS U#1896 NAILS U#1950 OBEAM TO HU410 OPT HUC410 W/(18) TLTEN G#4500 HD410 OPT HD4101F M(20) 1/4'x3- G933% MASONRY 1/4° x239' A 00) 1W HARE U#1 Boo WEDGE-SOLT Sr 10) 106 NAILS I U0850 ©BEAM TO MASONRY/ HU460PTHUC46W(6)tOd NAILS& (12)1/4'x2814-TITEN(TOMAS.) 001540 043WO HO46OPTHW6w/(6)1Gd NAILS& GRIB25 W016 FRAME OR02)16d&(6)l0d(FORFRAME) UlAIN SYP-F DIN 135 SYP-M 112) 1/4" x 2 314"TAPCONS (TO MASJ OR(12)1Gd6Kal0d(FORFRAMEI U41030 SYP-F U111150 SYP-M (2) HETAI6 OPT (2) HETA20 1920 1920 (2) HTAII OPT (2) HTA20 1870 ®PRAMETO MASONRY 1-PLY W(10) 104 x 1 IW OR 2365 2365 I -PLY w/(10)IW x 1In' OR 2430 2-PLYM(12118d 2-PLYw/(12)1Sd HTSM 16 w/(8)10d NAILS AND (4)/W4 IN- 965 1110 HTWM10 W(8)10d NAILS AND (4) IftIrS 34" 1146 1225 TAPCONS WEDGE -BOLT OFRAMETO N MASONRY OR OR HTSM20M(10)10d NAILS AND (4) 1W',Q IN' 966 1110 HTWM20w/(1 D)10d NAILS AND IQ 1/45A314" TAPCONS WEOGESOLT 1145 1226 OFRAMETO P H105W(8)8tl x112'NAILSANO(3)3/95W' 780 MASONRY TITAN HD 910 TO D1'T2Z wl(a)1W"xi la" SIDES WOOD DTB-TZw/(8)/W" X! la' WSI 5 WOOD OOFRAME MASONRY SCREWSAND (1) 12' 3 A.T.R. EPDXIED W 1835 2145 SCREWS AND (1) 12'8 ATAL EPDXIED w/ 1510 1835 SIMPSON "SET"(SEE NOTE94) SINIPSON'SET' SEE NOTE #4) TO HT75 w/(29)1W x212' NAILS AND (1) 5I8'7 HT45 w/(28) 16d a lag NAILS AND (1) ®FRAME MASONRY A.T.R.SEE 4375 5090 6/8'O Ai.R. EPDXIED w/31MP90N"SET' - 5005 MOD #4 BEOON"SET" (SEE NOTE N4 BELOW) (SEE NOTE #4 BELO H774 w/(18)16d a lag NAILSAND(1)SWB HT1745 W JIB) IN a lag NAILS AND (1) ®FRAMETO MASONRY ATA. EPDXIED WSIMPSON"SET' 3640 4235 6WO AT.R. EPDXIED w/ SIMPSON "SET- - 4160 (SEENOTE" BELOW) SEE NOTE W BELOW) TO FRMAE EO H1GSw/(24)10dx172-NAILS 785 BID LUGT1 w/(23) Bd A llr NAILS 875. INS FRAMETO HM9KTw/(411W7R1/2"SDSWOOD RT16Mw/(9)10dx/12"NAILS& O SCREW88(s)1/4'x21/4•TAPCONB 78D 760 (4)V4-x18W'TAPCONS 1395 ins VO7 w/(16)114'x3" SDS WOOD SCREWS& OFRAMETO MASONRY (i) 5/8"0 A.T.R. EPDXIED W SIMPSON "SET' 3555 49" W/ 12' MIN. EMBEDMENT (� FRAME TO (2) VGT W (32) V4-Xr SOS WOOD SCREWS �-x MASONRY &(2)MPH A.T.R. EPDXIED w/SIMPSON 5170 7185 'SET• w/ 12'MIN. EMBEDMENT O FRAMETO VGTM (16)1/4"xT SDS WOOD SCREWS 8 HDU4SD52.5 W/ (10) 1Wk21�P 5DSWOOD 3286 g566 MUGTl5M(22)10d NAILS&HTT45W/(18) FRAME SCREWS& (1) 518-OAT.R. IN NAILS &(I)5WO AT.R. _ 4160 O FRAMETO (2) HITS w/(52)1Otl'"'a' NAILS & 4376 (2) NTT45 w/ (52)18dY212" NAILS (1)BIWBA.T.R.(SEENOTE #4) 6090 8(1) SWO A.T.R. (SEE NOTE 84) - SONFRAME GPMERAI CDNNarrnRNrmR. 1. CONNECTALL FLOOR TRUSSES TO INTERIOR SEARING WOOD WALL$ I BEAMS W(2)12d TOENAILS, 2. ALL TRUSS TO TRUSS CONNECTIONS ARE PROVIDED BY TRUSS MANUPACTURER, U.N.O ON PLAN. 3. G.C. MAY USE EITHER SIMPSON OR USP CONNECTIONS, SEE FRAMIN® PLAN FOR CONNECTOR CALL OUT. 4.. FOR SI NGLE PLY TRUSSES, SCAB ON FULL HEIGHT SYP 412k4' TO TRUSS VERTICAL WES W(2) ROWS OF 1 Od NA1L8@ B" O.C. STAGGERED. 5. 12" MIN. A.T.R. EMBEDMENT O CMU BOND BEAM U.N.O. 6. SCAB TRUSS CHORDW 4'-0"2xSYP #2(MATCH CHORD LUMBER SIZE) fId(2) ROWS 10d 94"FROM END &4"O.C. STAGGERED; CENTER AT CONNECTOR LOCATION AS MUCH AS POSSIBLE OA MINIMAL CONNECTOR LINO ON FRAMING PLAN 1. CONNECTION FOR ALL ROOF/ FLOOR TRUSSES TO MASONRYWALL@j1JNTELBIICE WALLS UNOON PLAN 2 CONNECTION AT ZP OR 3TOC PENDING VERTICALS FOR ALL FLOOR TRUSSES PARALLEL TO MASONRY WALLS SEE DETAIL FB72188.1 FOR MORE INFORMATION 3. CONNECTION FOR ALL HIP JACK(CORNER JACK) TO MASONRYWALL((IICF WALLSWNTELS 4. CONNECTION FOR ALL CONTINUOUS RIM BOARD TO TOP OF MASONRY AT 3T O.0 MAX. M(2) AT EACH CORNER. Q.C. TO VERIFY LOCATION DOES N07 CONFLICT w/TJI (IF APPLICABLE) LAYOUT S CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARNG WOOD WALL/&EAMS w1(2) 12d TONAILS O MINIMAL CONNECTOR UNO ON FRAMING PLAN 1. CONNECTION FOR JACKTRUSS TO WOOD WALL OR BEAM © MINIMAL CONNECTOR LINO ON FRAMING PLAN 1. CONNECTION FOR ALL TRUSSES TO INTERIOR/EXTERIOR BEARING WOOD WALLS AND/OR BEAMS ROOF FRAMING NOTES 1.SHINGLE ROOFIN SYSTEM G S STE OVER MIN. 7/16" OSB ON PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. (SEE PLAN FOR SIZE AND SPACING" SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPE AND OTHER INFORMATION. 2. THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2x4 #2 SYP WITH (3) 10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH Sd NAILS AT 4" ON CENTER AT ALL EDGES AND THEN S" ON CENTER IN FIELD 3. FOR UNDERLAYMENIT REQUIREMENTS SEE R905.1.1 - - - NOTE TO FRAMER --- IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL 15 REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FOS. FOR TRUSS BRACING AND ADDI `,*►]WED 0R ROOF INFORMATION SEE SHE ;*imp IOE T. LUICIF, CO I4TY Bocc C.M.U. OR CIE WALL SEE TYP. WALL SECTION 2x4 P.T. FASTEN TO C.M.U. w/ 11/2' LONG T-NAILS @ 2'-0" O.C. SECUREJ-0HANNEL @ 12" O.C. ETAL DRIP EDGE + x SUB -FASCIA o L CONTINUOUS VINYL OG.C. SHALL VERIFY SOFFIT MATERIAL CAPACITY TO RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING WIND PRESSURE TYPICAL SOFFIT SUPPORT DETAIL 3/4"=v-D" III IT 1 CAD. �� A a .1D ST6 .: 1" W $ : O� �i00 ,Aaa, w GO LL�Mi v; I � Q a 2 tr HI Q°ta: s„ IY� m amo 5- J a�$@ ZN a a l 0 0 L ❑ ❑ ❑ oe' , 1- � VAMY.FDSENG.COM Z N O Z m ( ry Z Q Q O lam' I J a n Ln � O E Q w o N Ln M 0 cn (n O N o U ED ED DAM WOMBS 1�IF �• ' � A ( FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32W3 DIVISION LOCATION: PORT ST. LUCIE ♦ Job Information: ry 1..1� O I_ r•-I zG q 0 � M W 60 a: � 0- Gi N LA � N :_ OD !L ® J LL! ::D r0 0 Jm(ncn Un ♦ Model Name / Number: 1485 ♦ I Plan Issue Date: Wednesday, June 17, 2020 ♦ KA PROJECT NUM13ER: 20-4145 Sheet: 6 Of: ROOF PLAN A LINTEL BEAM: — I COURSE LINTEL BLOCK W/ 1 # 5 NON-SHEARWALL SEGMENT BAR & 3000 PSI GROUT, MIN. 25" LAP (ACI530) TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH ENO WITHOUT AN OPENING BETWEEN. FILLED CELL: FILL BLK. CELLS WITH 3000 P.S.I. GROUT ONE #5 A LOCATIONS .SHOWN ON THE FOUNDATION CONC. SLAB SEE PLAN AND FLOOR PLAN. FOUNDATION PLAN MIN. LAP 25' (ACI 530) FOR MORE INFO TOP OF SLAB MS021 TYPICAL SHEAR WALL SECTION SEE PLAN FOR TOP OF WALL AND LINTEL INFO. (PRECAST LINTEL • SEE LINTEL SHEET FOR SIZE OF LINTEL) „nna .ram • 1, w�a.W: PRECAST LINTEL - REG, OR RECESS TRANSOM OPENING , •FRAME INFlLL f AROUND WINDOW *�** BYBUILDERSEE WFOS FOR MORE INFO *• (2) 2Xa WOOD HEADER ' , TURNED SIDE WAY ' . ATTACHED THE FIRST PLY 2X8 TO MASONRY WALL W/ SIMPSON HUS26 - ` HANGER 0 EA. END. USING 161 3/16" ✓ DIA. X 13/4-TAPCONS INTO MASONRY'.. & (4)100 X 11/2" NAILS INTO HEADER. THEN APPLY THE 2ND PLY TO THE IST 77 PLY W/300 STAGGERED Q 6- O.C. - OPENING -. N.T.S. I MS071 LINTELS AT ENTRY DOOR w/ TRANSOM TYP. TIE BEAM W/3000 PS1 CONC. W/1 #5 REBAR CONT. SIMPSON SP4 W/(6) - 100 X 11/2 SP6 OR SP8 FOR 2x6 AND 2x8 WALLS d _ G Y P DOUBLE 2x TOP.PLATE STANDARD HOOKS SEE MS05 FOR MORE INFO TYP FILLED CELL W/3000 P.S.I. CONC. W/1 #5 REBAR VERT. INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL S. C.M.U. 2"x #2 SYP/SPF P T. W/ (3) 1/2' X 8" "J" BOLTS OR (3)1/2" X 6" EXPANSION .ANCHORS OR (6) 3" X 1/4' TAPCONS OR (8) 2 7/8" HILTI TIX DM NAILS 2x BASE PLATE SEE PLAN FOR MORE INFO MS03 FRAME (EXT/BRG/SHEAR) WALL TO N.T.S_nv nnn,nirnr,nnr nrraca #5 REINF. 20" MIN, LAP BAR. #30R #4 REINFORCING BAR Att,3 A 44 L AP SPLICE T �" 25" MIN. LAP #5 STD. 90P HOOK #S RDNFORCING BAR #5 I AP API ICE SCALE:1"-1'O" 36" MIN. LAP 0 REINFORCING BAR * GRADE 40 U.N.O. #6 LAP Ar MS05 REBAR SPLICE DETAIL - GRADE 40 N.T.S. ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2 x 4 1/4- X 2%- 12' O.C. 1 2 x 6 1/4" X 2aA" 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. w iDNTEL i � BUCKS W/ 2/2" O.S.B. ' BETWEEN , FASTEN Frr 2 i NAILER TO MASONRY IF DOUBLE ZX NAILER IS USED, USE 1/4"X 4 1/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED MS11 I 2x BUCK DETAIL N.T.S. RM851 12" LINTEL DETAIL — F.C. EI SEE PI TrLI : .�• •. � 01 /1 I '1 17 I I A O LINTEL PLAN SCALE: 1/4' s 1'-0" ELEVATION "A" GENERAL NOTES 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THROUGH OUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END ALL RECESSED LINTELS TO HAVE MIN. 8" 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 LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IFA SMALLER LINTEL IS INSTALLED CONTACT FOR FOR APPROVAL. S. (*) 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, PROCRETE F= RILED WITH GROUT / U =UNgr r m RE04R ATTOP R-RECE66E0 MIN. 4) REQ'D (M. OF MCLEAR CL R BOTTOM OF LINTEB L CAVITY �RETIAR iTOP KNOCK OUT ttt��i 0 HINTIR RLOOK `�R�` F16-1B/1T k o !NOMINAL ti io GROUT .a WIOTH QUANTITYOF Y5 WOAR AT #s REM AT NOMINPL TOP BOTTOM OF o UNTEL CAVITY HEIGHT 77OM FONFORCING T5 'ACTUAL PROMOM IN UNTIL NARIE8) TYPE DESIGNATION B' NOMINAL WIDTH GFNFRAI CONCRETE I INTFI MATFRIAI S GFNPRAI INqTJULATIQNNm1N 1. Ta'oow linels=MOO '' y Pmvlde NO heed and bad)olts. 2. To Feanmssed lintels=6000 pet. 2 Shore 111lec Itats e, raquied. 3. granted! M ASTM C476 fg a 30M pal W/ a Natalktan of Intel must c ly with the architecWml and/a NNetval dWM*. 4. maximum 3/8" aggregate and 8" to 11' slump. 4. U-Utale am manufeet�red ,Wth 5ng 1/2' lonotches at the entls to eccommotlat* dgnouting, 6. Conal masonry unhs(CMU) per AMM ON w/ vatlaAdoMiralnfordng' wixm mlNeAm no area conpressna emength=Two pN. 6. All IItela mad or¢tce*dL/W cal tlaflU, axcepL 11Ma1517'4"md 6. Reber per ASTM A616 Grade 6D. •0,41a, with a nomhN hegd of 8" meat or exeaad LAW. Preetressir,g soand per ASTM Miti grade 6, Battam Ted atld o Taber tote basted at the baton, of the IItN ..0, ]. 270 low relaxabn. 7. 7/M" diameter wire atinupa are waked W the b ..om Neel for mechanl oe anchorage. 7/32 wh8 per 10. S. Chat Concrete trovi ry oa provided in composite lintel m lbu a con,m. IM C270 B. Motor per ABTM 2'70 type M a S. nnaranq who, 9. safe lw reth ga Meet! M tWnal deshr, Analob pe' ACI 318 and ACI 590 10. Raba Product Approval No. 1681 1y TM e4eAp auNeo* of IIMek Iratalbtl M extMa CdrKreln masonry walk steel here a Nuav applietlkecoordenca wM ASiM C-926 yr othor approvep threg. Coeals, 12 Llnt*kbased (kteraU dada *heW be chacxM M oanNne IpadingsMh the idlowYg equetlan: cheolheaeuel7wKhvertical(gmvifyandupl#IIerahodon: AppllW wnlcal load Appllad horlaonted bed < LO Fee va t lead SN8 hortronlel load o:' woo 0 o 8RF80B/1T 8FB.OB/1T ,• •• CD © 0 0 8RF1418/1T 8F1e18/1T '0- -'• © O O 0 ,> ' BF2018/1T O' • ewn-iB/1T 8F241121/11' 0•"O 0 © U0 8F2813/1: 0 O O SF32 1B/iT 0 i LUL 0�Q: `.•V \�� to n !'I 41111510 C d I d I a a O E $$ e m gF Bc F pp Qe�r-�S, (i LL LL $m RaiflWW S}� tll"RBmS a €QtU gocfj c IFm E 9wall�W c sl IL tile Oo 5Oc5a. HIL IP-¢ ? WWW.FD$ENG:COM ❑ ❑ ❑ LD (9 M $ z 1' Ma M C] N C Z •(gOJ Z �l Q O T 8n 'q urTn� Q o0i VJ E wow 0 t Ln � mM ul REV �szCONIPLl�LC w s° N e CODE yy _-_._._ _ = 12 N ; STa L`%`os BOC I DAMS HOMBI - - FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULMREEZE PARKWAY GULFBREEZE, FLORIDA 32563 a DIVISION LOCATION: FILE COPY ° € PORT ST. LUCIE Job Information: —PRECAST "V" LINTEL w/30WPSI CONC. GROUT SHALL BE FLUSH AT OPENINGS SEE GENERAL CONCRETE WITH TOP OF WALL UNTEL SCHEDULE FOR REQUIRED REINFORCEMENT fb HURRICANE R N R ANCHORS I� I� {� 10" STD. 90 HOOK (NP) _rr HOOK ,a o I� w 0 v REBAR ON BOTH SIDES STD, SO DEGREE N J y R R OF OPENING U,N.O. ANGLE 3000 P.S.I OONC. W/1 #5 OIA. e") _ BRIAR8" PROVIDE KNOCK -OUT TYP. BOND BEAM x 8" X 16" K.O. LINTEL BLOCK BLOCK FOR FIRST FILL W/30DO P.S.I. - Uj Y VJ 09 T' COMPLETE CMU COURSE CONC. W/1 #5 DIA. ' BELOW SILL& FILL BOUD REBAR C W/ (1) #S BAR FOR ALL " WINDOW OPENINGS 6'•6" 0 a > N N In _ • • • • AND LARGE 8' X We 16" INDICATES FILLED CELL FROM FIG. TO m p Z M `c'_ (�( a J CMU U.N.O. BEAM WITH 1 #5 BAR MIN. �.* O LU M C h J co U) U) U" VI Model Name / Number: 1485 Plan Issue Date: TYP. LAP � (ACI5 MIN. LAP (ACI 30) :s` Qu Wednesday, June 17, 2020 ' KA PROJECT NUMBER: 20-4145 SEE f5UNDATION PLAN y SEE F'OUNDATIDN FOR LOCATIONS PLAN � Sheet: s � Of; N MS01 I BLOCK WALL REINFORCEMENT rv.rs.4 LINTEL PLAN I 2x6 #2 SYP P.T. 0 SIMPSON HETA 16 W/(2)'/Vx5" EACH END SEE FLOOR PLAN WEDGEANCHOR 0 FOR BEAM SPEC. C OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT �''•". 8 W/ WASHER. MIN, 6 PER TRACK TO JAMB.`'�:� v (5) 1/2" DIA. x 8" 1/2" X 8"A.B. W/2' o o "J" BOLTS WASHERS SET IN li o FILLED CELL W/ #5 TYP. FILLED CELL VERTICAL MIN. 5 PER JAMB. o SECTIONAL- ® OVERHEAD i� 3 DOOR P.T. #2 7 P ° WOOD SYP 2" X G" �( r TRIM o IIt . TOp ��tl 2"x6" P.T. WOOD JAM q , o,�\`�0�d n cv DOOR AND CONNECTION PER C10 aTg6 GARAGE DOOR MANUFACTURER GARAGE SLAB - _ ;.�� TYP. GARAGE DOOR s I * `I c 0 TRACK MOUNTING DETAIL •.FL 0 R\.••� NOTE: DETAIL CD22 S-2 MAY BE ED FOR THIS `off DETAIL UNLESS NOTED OTHERWISE v ' U p MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.Ts. CD21 ENTRY CMU COLUMN/BEAM N.T.S. 8 v n 0 c EE a A aco I eH ..... O`°i ao N cw`.F W t0 ti c�od.N�" Qg..Og�Jm ax m x E SZOY•.1 J J J Lo {U+Iu O mmm LL LL LL 8"a BLOWN -IN R-30 INSULATION PER FB AND ENERGY FORM SUBMITTED WITH g F 4 S¢� o a W w fC 4 6 g' (5 a LLR Za PERMIT APPLICATION PROVIDE APPLES $g BLOWN -IN R-30 INSULATION PER FBC AND ENERGY FORM SUBMITTED AT EAVES (FOR VENTED ATTICS) 12 ' FIBERGLASS SHINGLES OR YalMi m o 12 WITH PERMIT APPLICATION PROVIDE BAFFLES AT EAVES i SEE PLAN TILE ROOF (PER ELEVATION) OVER APPROVED UNDERLAYMENTLL o€ e a e N a a a 0 0 SEE PLAN (FOR VENTED ATTICS ) PRE ENGINEERED WOOD PER FBCR 905.1.1 OVER APA 0 s �_ W 0 ° FIBERGLASS SHINGLES OR TILE ROOF (PER ELEVATION) RATED STRUCTURAL SHEATHING TRUSSES @ 24" O.C. (SEE STRUCTURAL NOTES FASTENED TO TRUSSES PER ROOF 0- 0 rN d www.roSEn6.Com m OVER APPOVED UNDERLAYMENT PER FBCR 905.1.1 OVER APA i , � � � I NAILING SCHEDULE) O Z r RATED STRUCTURAL SHEATHING TRUSS ANCHOR (SEE PLAN) m S PRE-ENG. WOOD , N Z TRUSSES @ 24" O.C. (SEE STRUCTURAL NOTES FASTENED TO TRUSSES PER ROOF - -' ' ' _ _ _ SEE PLAN FOR BRG. HT. - _ z a ¢ _.., NAILING SCHEDULE) •: 1/2" DRYWALL 3 0 a rz TRUSS ANCHOR (SEE PLAN) ' TO BE INSTALLED ON OUTSIDE FELT PAPER OR ' ' ETAL DRIP EDGE TRUSS PLATE — Y Z o. FACE ..P 2X $IUTBFASpA« 3[a^ P.T. NAILER . • I '! SE ARCH. (TYP.) FRAME FOR BUILT-UP CORNERS min 2x4 R � (9 a Q)Ng 1/2" DRYWALL PLANS Pam' POST 4x4 w/ 2x4 POST UNDER EA E N W -METAL DRIP EDGE , CURTAIN NAILER 8 x 8 x 16 K.O. 2 X 4 P.T. PLATE END OF SUPPORTING BEAM. Tp U 1/2" DRYWALL CONNECT ALL 2x STUD 2X SUBFASCIA �� 1 x 8 P.T. @ S.G.D. WINDOWS „ LINTEL BLOCK O.H. W/ (1) #5 DIA. REBAR & KEEP IN 3/4" FOR SHEATHING NAILED w/ 8d NAILS @ 6" AND LATH WITH FINISH O.C. _ � O u, 0 to c m DM (' TO TOP PLATE WITH 4 16dTOENAILS " SOFFIT. SEE ARCH. PLANS „ N SEE ELEV. 3000 PSI CONCRETE PRECAST "U" LINTEL (TYP.) ALL SIDES / i (TYP.) FRAME FOR COR- I6 0 v i° r m w w SEE SCHEDULE ° N ERS FOR NON LOAD O o 1/2" DRYWALL SEE PLAN FOR HEADER SIZE N P / \ i a ° ° ° \ BEARING SIDES NAILED / °'� ui o o '__ � v �,�' i a'° ° Qo ° w/ 16d NAILS @ 8" O.C. \ m r o ago aa'm J OPTION' 15/32" OISE EXPOSURE 1 ON O.H' EXT WALL W/ ALL EDGES BLOCKED. 1/2" X 8" _-BOLTS \ COURSE i ® MAXIMUM OF (3) - 2X PLATES MAY BE SEE TS13 FOR NAIL ATTACHMENT. 1 CENTERED EA. (TYP.)4 HIGH A.F.F. O REVIEWED DAMS HOMES ADDED BELOW THE HEADER W/ EACH SEE ELEV. SIDE w/2" WASHERS \ i CMU BASE FILLED w CONIC a PLY ATTACHED W/ (2) ROWS OF 16d (OPTION) STAPLE: 16 GA. 1 3/4" r W 4 VERTICAL RENF W (TYP') / ( ) / NAILS AT 8" O.C. STAPLE @ 2" O.0 EDGES AND FIELD. NOTE: 44" MAX. SILL HGT. ON d FILL CELL -(1) #5 DIA. ALL BEDROOM WINDOWS. n REBAR W/ 3000 PSI HOOKS INTO FTG & AT TOP o FLORIDA CONTRACTORS LICENSE NO. CRC1330146 N CONIC. OF PLAN Al-A1 S . LU0L 3000 GULFBREEZE PARKWAY VINYL FRAMED WINDOW w/ SCREEN „ „ SHOWN ON FOUNDATION „ &FLOOR PLANS pw BOC c GULFBREEZE FLORIDA 32563 r (G.C. TO VERIFY W/ FLOOR PLAN N m DIVISION LO LO CATION: LOCATION OF OPENINGS IN y € PORT LUCI E EXTERIOR WOOD WALLS. IF NO SIMPSON LSTA30 SEE FLOOR PLAN a OPENINGS ARE INDICATED, FULL w/11-10d TO BEAM FOR BEAM SPEC. z STUDS ARE REQUIRED). & TO FRAME BELOW - v ♦ Jab Information: NOTE; 44" MAX. SILL HGT. ON ALL BEDROOM WINDOWS. VINYL FRAMED WINDOW c W/ SCREEN WINDOW STOOL A a CEMENTITIOUS DECORATIVE PER SPECS PRECAST CONIC SILL ' m o FINISH 7/8" THICK PER ASTM N N C-926-98A PAPER BACKED FOIL R-4.1 N INSULATION AT CMU BLOCK WALL P ' C FILE COPY m v O 2X STUDS (SEE FLOOR PLAN FOR P PER FBC AND ENERGY FORM V c MORE INFORMATION). SEE T613 1/2" DRYWALL SUBMITTED WITH PERMIT 'J EXTERIOR FINISH - 'J . ON SHEET 6 APPLICATION (SEE ELEVATIONS) o UO FOR NAILING INFORMATION FOR R-13 INSULATION AT EXTERIOR WALL SHEATHING. WOOD FRAME WALL PER FBC P.T. 2X #2 SYP. BASE PLATE 1 x 2 P.T FURRING L7" FTGIN CONCRDOWEL #5 DIA, REBAR . CONCRETE - R 1 x 4 P.T. ETE < F Z w p N 0 AND ENERGY FORM SUBMITTED - w/ 1/2 x 8 A.B. (OR 1/2" x 8" TITEN BASE NAILER EXTEND (AC1 ABOVE SLAB. ALL LOCATIONS SHOWN SIMPSON HETA20 E \ +O' WITH PERMIT APPLICATION HD) WASHER AT 32"D.C, WOOD BASE ON FOUNDATION PLAN Al Al BUILT-UP CORNER MIN 3 2x4 W/10-10d TO COLUMN ( ) � 0 � / co d 00 w o cv In 3 WOOD BASE MIN. 6" FROM END - SEE WS07 OR 4x4 POST w/ 2x4 UNDER POST � > � FOR TERMITE SHIELD SEE FOUNDATION PLAN ; SEE FOUNDATION PLAN FOR EACH END OF BEAM v t—�Um_ 00 FOR SLAB INFORMATION _ _ _ _Top of SLAB _ _ SLAB INFORMATION ' TOP OF SLAB — _ — _ _ NOTE: 2 X 4 P.T. PLATE m O _ O p LL BOTTOM STRAPS MUST BE ' s N ' W �' GRADE INSTALLED ON INSIDE OF L,,,, ♦ Model Name/ Number: �i GRADE COLUMN. DO NOT BEND ° o STRAPS UNDER PLATE. 1485 CLEPLACE --n 30 SEE PLAN FOR iv STRAPS IN FILL ° \ *°' COMACTED •i 3 i RE -BAR QUANTITIES - " CELLS W/#5 REBAR �I �•'-: (TYP.)4 COURSE HIGH CMU BASE :••�'j o ♦ Plan Issue Date: FILL ? «: I 11', ;� „, ., FILLED w/ CONIC - SEE PLAN FOR N = - SIZE. TOP OF COLUMN BASE - Wednesday, June 17, 2020 SEE FOUNDATION PLAN L I 16" FOR FTG REQUIREMENTS SEE PLAN SEE FOUNDATION PLAN • ' 2'-0" AFF .. g m ♦ KA PROJECT NUMBER: 20-4145 WS01 TYPICAL WALL SECTION - 8" CMU 3/4"=1'-0" NOTE: DETAIL CDZi / S-2 MAY BE SUBSITUTED FOR THIS DETAIL - UNLESS NOTED OTHERWISE T o t 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 STRUCTURAL SHEATHING 7/16" MIN. NAILED W/ 8d COMMONS @ 3" O.C. @ EDGE & 6" O.C. FIELD RUN FULL SHEET FROM BOTTOM OF FALSE BEAM SEE GE05 FOR ` STANDARD ` � I GABLE END FRAMING I �I I I I I I I 2X TOP PLATE TO I GABLE END W/ 16d NAILS @ 6" O.C. I i 1 , 2X4 STUDS @ 24" O.C. W/ SINGLE BASE & TOP PLATE W/ PLYWOOD SHEATHING COVERING GE15 I FALSE BEAM AT GABLE END N.T.S. V m m m 1Sh" 1y,. Ij Q ts LJ Li __I (2) 2 x 4 LAMINATIONS W/(I) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x 0 LAMINATIONS W/ (2) Row OF STAGGERED 10d ROWS OF STAGGERED 16d ROWS OF STAGGERED 16d COMMON WIRE NAILS COMMON WIRE NAILS COMMON WIRE NAILS (D = 0.148", Ir 3") OR EQUAL (ONE INTO EACH OUTSIDE FACE) (ONE INTO EACH OUTSIDE FACE) (D-0.1O9",L-31/2")OR EQUAL (0=0.162",L=31/2")OR EQUAL NDTF% 1) ADJACENT NAILS ARE DRIVEN FROM 3) FOR 4.PLY, PROVIDE 1/4"DIA. x 51/2" LAG OPPOSITE SIDES OFTHE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NOS SECTION 15.3 FOR THE THICKNESS OFTHE VAST LAMINATION, ADDITIONAL INFO. WF37 I TYPICAL COLUMNS DETAILS FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES J. 1/2" CONTACT FOR FOR �r.; SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) F.F. v �nnnwv ,�• Y• •MHill •.'• •Y• •.•• FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ'D. MS18 I RETROFIT WALL OVERHANG DETAIL N.T.s. PROVIDE 2x4 ON TO OF 2x8 TO BLOCK OUT 2 ROWS 12d @ TOP PLATE ATTACH W/ 3" O.C. OUBILE 2x4 (2) 12d NAILS O.C. TOP PLATE (SOLID BLOCK W/ 2x6) 2x4 STUD PER PLAN 2x4 BEYOND AGAINST 2x8 STUDS NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN TOP PLATE W 8d 2 1 2" x 0.131 NAILS (SIM. w/ 2x6 * NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) TOP PLATE TRANSITION PIPE OR DUCT w/ OUBLE 12d PENETRATION THRU TOP SPLICE TOP PLATE w/ MORE THAN 50% OF TOP ROWS 12d PLATE WIDTH INSTALL @ 3" O.C. SIMPSON PSPN516Z W/ (12) 16d NAILS TYP. M7N. TOP & BOTT. NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO TOP PLATE W 8d 2 1 2" x 0.131 NAILS * NOT REQ'D. WHEN QT SYSTEM IS APPLIED NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL WF17 I TOP PLATE SPLICE DETAIL * CRIPPLES MAY/MAY NOT BE PRESENT. VERIFY HEADER ELEVATION HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL JACKS KINGS JACKS I KINGS SIZE EA ENO EA END EA END JEA END LESS THAN 4' (1) (2) 1) (2) >4' BUT <9' (2) (3) (2) (2) 10'-0" - 16' 3 4 3 4 2X CRIPPLES @ IF O.C. W/ SIMPSON SP2 TYP. - TOP AND BOTTOM * WHEN STUD LENGTH IS LESS THAN 12" USE LSTA30 STRAPS AT EACH STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EACH SIDE FILL ALL HOLES IN — STRAP 10d NAILS @ — 8" O/C TYP. DOUBLE 2 x 4 CRIPPLE STUD TYPICAL (U.N.O.) * * HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS WITHOUT UPLIFT OP SPLICE DOUBLE 2x8 TOP PLATE w/ 2 ROWS OF NAILS @ 3" O.C. BOTTOM SPLICE OVER STUD HEADER ANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE NO. & SIZE OF & GRADE RAFTER TIES EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE SEE SCHEDULE 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @12"O/C FOR 2x 10 OR GREATER HEADER DOUBLE 2 x #2 S.Y.P. HEADER W/ 1/2" FLITCH PLATE HEADER. (U.N.O.) FILLING AND BLOCKING AS REQUIRED FASTENED TO HEADER W/(2) ROWS OF 12d @ 16" O/C UNLESS NOTED OTHERWISE PAM, IAb3I1'/G SIMPSON H774 W/(18) 16d NAILS & A 5/8" EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O.. OR 8 1/2" AT GARAGE STEP DOWN P.T. BOT. PLATE WF09 I WALL HEADER DETAIL N.T.S. R'iY E (I, OV IIII Li$ W Li c u7 g 0 $pm d N 00 LL LL r•g3c L � (1�N(yg IA „ - IJL .-- 8Mn a sg 13of QS"ta� 0�5.04a LLi N a a uM.1n. m200 ro 0 .6t% -9.9]g21 LL Z4lu d Ell s' 51 qg € ;'S Zoe� yr WNM'.FDSEN6.COMu ❑ Ell] z " Y c Z Q c ¢ € J d l�1 3 8j c Z Y OQ c C9 4 v- W w _ - c Lo o E E L () L V) c� p MM m U 2° N E _os o o s �— � c ?x �o ® DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 I PORT ST. LUCIE Job Information: a o N m m 0 O 0 7 Z UO W o i � M Ji r N 6 a N to � � m 00 a E OJLtJZ m o N J m CJi (i) L0 VI Model Name / Number: 1485 d 8 � Plan Issue Date: Wednesday, June 17, 2020 g KA PROJECT NUMBER: 20-4145 s o Sheet: S-3 Of: m N TYPICAL WALL DETAILS U 2x8 SYP BRACE NAILED DROP GABLE END TRUSS *DIAGONAL SPACED AT 20'-0" OR. MAX SEE STRUCTURAL NOTES TO EACH SIDE OF GABLE &LOOKOUT RAFTERS FOR SAME SPACING AS BOTTOM CHORD LATERAL BRACING - DROP GABLE END TRUSS & 2x OUT LOOK RAFTERS FOR OVERHANG GREATER THAN AND NAILING SCHEDULE TRUSS CHORDS 3'-4" IN O.H. GREATER THAN 12" TO BE LESS THAN OR EQUAL TO 45° �' 12". ATTACH 2X OUTLOOKER @ 24" O.C. TRUSS WITH MTS12. FOR O.H.UNDER -SPACE OUTLOOKER BLOCKS @ 24"" O.C. NO STRAPS REQUIRED. _ FOR SHEATHING DETAILS USING 10d NAILS @ 4" O.0 FOR 12" AND UNDER - _ - � SPACE BLOCKS AT 24" O.C. 2X4 SPF BLOCKING @ MINIMUM 2"x4" -- - 8d NAILS @ 4" O.C. WAIL AND ROOF PANEL EDGES -NAIL CROSS BRACING �. �` SHEATHING, SEE T813 2x4 SYP BLOCKING FOR SPECIFICATIONS SHEATHING @ 4" O.C. ' (SEE PLAN FOR BETWEEN TRUSSES @ 48" STAGGERED W/ 8d LOCATION) ; - -'" ' , BLOCKING O.C. MAX. FASTEN TO EA. 2x4 SYp L BRACE FOR TRUSS W/ 312d NAILS EA. GABLES 3'-0" TO 5'-11" TAIL. ; STRUCT. SHEATHING 00 END 2x6 SYP 1. R RACE FOR 2x4 SPF CROSS -BRACE , �• 7/16" MIN. THK. - ' 2x4 SYP CROSS BRACE GABLES 6'-0" AND TALLER. APPROX. 8" FROM RIDGE @ 48' O.C. - NAIL w/3 1 � 1 NAIL w/8d COM. @ THEN 48" O.C. AFTER. NAIL w� ATTACH L BRACE w/ 12d AT EACH END & AT 1 ,• TRUSSES 3" O.C. EDGES & 6" - 312d @EACH FEND & 12d NAILS @ 4" O.C. CROSSING AT 45OXANGLE "' O.C. FIELD •' CROSSING AT 45 ANGLE. GABLE TRUSS �>• ✓ a ` ' (NOT REQ'D WHEN GABLE IS SIMPSON2" LONG 2x4 #2 SYP BLOCK AT 4'-1" OR SHORTER) FASTEN (1)ATC ,9 m _ BRACE COACE LOCATION. FASTEN TO CONT 2x4 SYP SPANNING (4) CONTINUOUS 2X4 SPF 8 TRUSS BAYS (8'-0") NAILED DIAGONAL LL PLATE w/ 10d @ 3" O.C. SPANNING (4) TRUSS(3) 12d W/ 3-12d TO CHORD (MIN LOCK/PLNAIL GABLE TRUSS BAYS (8 FT) NAILED TO1ST JOINT 4 BAYS) f� TO TOP PLATE w/ 2x4 BLKING @ 4" O.C.16d GABLE TRUSSPER NAILS @ 4" O.C. w/12d & 2.12d TO CHORD CONTINUOUS LATERAL BRACING 2x81/2"x8" ANCHOR BOLT NAIL OVER X-BRACE AS SHOWN- 4 BAYSAT 48" O.C. MIN. INSTALL BLKG. AT TRUSS WEBS KNOCK OUT COURSE 2X4 SPF BLOCKING '- ' GE04 e CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING X-BRACING - 2x4 SPF OR SYP MASONRY WALL ,• BETWEEN TRUSSES w/ (3) 12d @ EACH TRUSS WEB @ 48" O.C. MAX. N - - i SEE DETAIL $- NAIL TOP OF "T" TO GABLE ROOF SHEATHING, SEE NAIL GABLE TRUSS z TRUSS w/ 2.12d AND 1 T11113 FOR ATTACHMENT OVER JACK TRUSSES, SEE SIMPSON H8 w/ ;, ' TO PLATE w/16d @ 4" O.C. 3 TB01 TYPICAL CROSS BRACING DETAIL N.T.S. T602 TYPICAL CROSS BRACING DETAIL N r s 10-1odx11/2" NAILS PLAN -TOENAIL 02X4 EA. 2x8 FASTEN (1) SIMPSON HGA1G @ 48" O.C. w/ 8 1/4"xl 1/2" BLOCKING 2-12d TOENAILS LEG TO PLATE w/\ 312d & SIMPSON HGA10 w/(8) 1/4° _„ 1/2" x 8" A.B. @ 48" O.C, MIN.PROVIDE %�IIIII ��� 2X4 MIN. BLOCKING AT SOS WOOD SCREWS GABLE NAIL TOP OF "T^ w/ END TO TOP PLATE / BEAM TO GABLE TRUSS w. 2-12d x 1 1/2" SDS OR EQUAL a °. 0 ,01l1 �q� Q �✓ �♦ P�' CENTER LINE OF HIP/RIDGE, TYP. FRAMED WALL OR BEAM AND 1-SIMPSON H8 w/ KNOCK OUT �� Q ••. ... BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP BELOW, SEE PLAN. 10d x 1 1/2" NAILS 2x6 PT PLATE COURSE c G �� �� •'• \G F (j� s., ` J : ZTYP 4 BAYS E + v t 8 864 CHORD @ WOOD FRAMED WALL @ DUTCH GABLE No c N O a •• S? AT ALTERNATE TO BLOCKING PRE-ENGINEERED VERIAP TRUSS BRACING GE01 GABLE END BRACING N.T.s. GE03 GABLE END BRACING w/VOLUME CEILING N.T.S. 3'•, `o : \. `-, ;;.�co WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP AID,'*---;? TRUCTURAL PACEG.T.SHEATHINGADD NREQ'D 2X4 ALONGSRIPPED 2X4 SYP #2TOP CHORD WHENAIL TO TOP CHORD/iTO PREVENT SHE- - - - - OF HIPPED TRUSS W/ 3 SPAN FROM EXCEEDING RUSSE HIP 12d NAILS @ 6" O.C. MAX 24" SPAN (EITHER G.T SIDE OR BOTH IF REQ'D) m m 9 (2) 12D NAILS MINIMUM (3) 12d ROOF AT 12" O.C. MAX PER JOINT MINIMUM 2"x4" SPF OR ro 1. ai e- W IO g ,�, SHEATHING 'a SEE * SPACED AT 10'-0'• MAX SYP TRUSS BRACING E PLAN `° a= � W N t6 2X4 BLOCKING 0 - BETWEEN TRUSSES HIP TRUSS m III B,�T�°i III w $SavR� 0 a 0 y EMv° e� 4�� W y z<K.5 aair o N.T.S. TB04 N.T.S. TB03 HIP / RIDGE BLOCKING DETAIL TRUSS BRACING OVERLAP DETAIL (TYP) .gp ¢�v� 6 w fr $ lu�m m m = T Zu i sa- e� a o�gc, S o5�5 9 WYWLNSENG.COM zo M g TRUSS NOTES: � y z Z N 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TPI-2014 S+ a (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND 1O BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED c (D a TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY a CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL 6E PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT 0N EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL - h w LATERAL BRACING SPECIFIED 0Y TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-D" O.C. MAXIMUM. um E 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— Fp Dou.,w o MATTACHED DIRECTLY TO THE BOTTOM CHORD OFTHE TRUSS.5. I(a�l PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAIL S p (%% m M I- C m SHEATHING a w O N > -14- $ �® 3 TO 4 TRUSS AS SHOWN b V v1 7 TRUSS SPACES ALTERNATE DIRECRON _ aa� Rus ® DAMS HOMESI'' VERTICAL SCAB 2X6 42 SPF 48" O.C. 9 W/ (4) 12d TOP & BOTTOM OR H5 SEE TRUSS 12} NAILS OR HCLR/LL IN PLACE OF (4) 10D SEC3ION TO EA TRUSS REQUIRED @ RAFTERS GREATER THAN e'-0" B-e o '� FLORIDA CONTRACTORS DCEI4SE NO- CRC1330146 ••• 3000 GULFBREEZE PARKWAY GEE PLAN OUBLE TOP ZDOUBLE SEE STRUCTURAL NOTES AND NAILING GULFBREEZE, FLORIDA 32563 PRE-ENG. TRUSS PLATE TOP PLATE SECTION B-B SCHEDULE FOR SHEATHING DETAILS " a DIVISION LOCATION: 2x STUD WALL VARIES ROOF C g. „$; a REVIEW F SLOPE PORT ST. LUCIE SEE PLAN , �` C0D "h�t.�I;{�Y�4 R�t`Y'�� CONV. FRAMED RIDGE MAYBE NN LED w/ MIN. VERTICAL SCAB 2X6 42 \ \ \ 2X4 SPF BLOCKING / / `" '� 4 �( C' �.v ,il6d ' � Job nformation: (4112d WHEN IT LANDS SPF 48" O.C. W/ (4) 12d \ \ BETWEEN TRUSSES / / y .. ` N NEXT TO PRE-ENG. TRUSS 2 K8 gLyING. NAILED @EACH TOP & BOTTOM OR H5 OR \ \ @ 48" O.C. MAX. / / nocc nocc 00 SIDE w/ (3)12d NAILS WHEN HCLR/LL IN PUCE OF (4)12d B REQUIRED w/ (2) MTS12'S REQUIRED @ RAFrERS GREATER \ \ THAN S'-o" 2x4 SPF BRACE \ \ / •if' @ 48" 0 C. - NAIL w/(4) \ COLLAR tl \ 12d AT EACH END & M EVERY SHEATHiN RAFTER \ \ ALTERNATE DIRECTION O \ \ o 2X4 BLOCKING BETWEEN CB BEVEL CUTS \ \ <H TRUSSES W/ (2) 12d NAILS (OPTIONAL) , fl. In 0 EACH END, CONT. EACH BAY 7 4) D TB 2X4 SPF W/ (2) #7X41/2" /' / TRUSSES ¢ ` C CI' O M ALTERNATING DB WOOD SCREW EACH TRUSS / / SEE PLAN _ LU BLOCKING OR HS @ 48" O.C. / PRE -EKG. TRUSS \ FILE COPY . E o �+ � a CONT. ROOF SHEATHING AT TRUSS TOP \ / / �/ "� `3 � STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP. \ \ / / > d) Z) a SEE PLAN FOR CONNECTION SIMPSON A34 OR \ \ / / SA�TT OM B 2X4 P.T. BLOCKING BETWEEN USP MP4) @ \ \ / / J LLI LL0 Lo DIAGONAL TRUSSES W/ 12}12d NAILS @ GOON8'-0WOOD - 2X8 #2 SYP RIDGE BEAM 2•-O" ON CENTER \ \ / / o '^ J CO a) V ) AT EACH END MAX TRUBS 2x6 RAFTERS @ 2'-0"O.C. 2X4 SPF BLOCKING \ /\ / BETWEEN TRUSSES N ,0 Name MAX. w/ (3)12d COMMON Y V @ 24" O.C. MAX.w/ Model /Number: n 1485 WALL BELOW TOENAILS R RIDGE BEAM W LESS THAN OD (SEE PLANS FOR TYPE) 2x4 RAFTERS FOR MAX 4 FTM O.C. MAXW \ / \ / • • •\ (3)12d EA. END (TYP.) o CONC. MASONRY SEE PLAN NT RIDGE BE 2%4 CONT. AT STEEL OR WOOD COMMON TOE NAILS TO RIDGE BEAM VI PlaWednesday, BEARING SUPPORT T&BDHoaoA-A TYP. WOOD TRUSS BLOCKING ALTERNATE BLOCKING 1/2" SPACE � June 17, 2020 @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING KA PROJECT NUMBER: SEE PLAN FOR MORE SHEATHING m INFORMATION m 20-4145 2x4 S.Y.P. Y Sheet: Of: @ 16" O.C. o TB15 EXTERIOR NON BEARING WALL DETAIL N.T.s. TB.r.s 06 BLOCKING AND CONVENTIONAL FRAME DETAILS N. ROOF FRAMING z AND BRACING DETAILS M 0 E THERMA-TRU INSTALLATION KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling increases structural performance. Use only 2-1/2" wood Screws (#8 and #10) when Securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 1 1/4" EMBEDMENT INTO THE MASONRY JAMBS. N. SPA EVE 55 6" 6" SINGLE DOOR SINGLE DOOR W SIDELITE a„ 6" 3" 0 3" 3„ 31, 3" 3" f I 1 3„ 3" 1"3 6e DOUBLE DOOR W/ SIDELITES )A 'E n 'PACE NENLY 6,1 6 SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO BE 1'-0111 IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE FILLED PVC. PIPE. 0 1 TOP OF SLAB 00 Ir I a a d vl o z I 16" MIN. DIAMETER 2 !° CONCRETE FOOTING )" SPACE EVENLY ' np,ITo hall wtthir 60 of , valley centedine— 0-` Wort Oecw bed each an" a 2" I&n stripp onf acp�l ng ceM. 2" onally off UPPa1 e, ohYVITIns P 7" s W use in 5th(.. Cut shingles 2" 1 back from Valley centerline SHINGLE INSTALLATION GUIDE 8 8........... S' 8 sEAIANT u NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8' MIN HEADS.6 PER SHINGLE. Pool O`ow J UndecV ` A" 14eP Cout58 ace CpPjgO 1°d Coin ¢Gay%`' 1 2°- ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY ITEXNRED, PAINTED BEHIND FLASHING LOCATIONS) EXTF_R, WALL FINISH AND MINIMUM OF6 ABOVE 6" X 6- H GALV. VERTICAL RISE OF FLASHING VERTICAL WALL BASHING CONT. AT KNEEWALL T ENTRY PIASTER 8TO SEALANT ROOF SHINGLES 6" x 6" H GALV. FLASHING C )NT.1 FLASHING DETAILS NOTE: THIS DETAIL IS REQUIRED AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF W'DOW AND/OR SGD FRAME MIN.) GLUE STRIP w/ ADHESIVE SEALANT & SCREW w/ 3/16" x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK 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. 161, C.C. 1/8" SHIM SPACE EXT. FINISH DRIP EDGE WINDOW SEALANT BACK OF JAMB GENERAL CONTRACTOR TO COORIDATE SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S 2X WOOL) FRAME BY OTHERS SHEATHING BY OTHERS CAULJ( BETWEEN FIN &SHEATHING BY OTHERS PeRIMIET IFA - CAULK BY OTHERS O.A. WINDOW' HEIGHT I�x Rxrx�: 11/ 20 MIN. EMBEDMENT WOOD SCREW �R e �Mae TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S 1905.285 OFF EDOE iiOVIDE DRIP EDGE At eAVE8 AND UUMS65 OF "HINGIE ROOI S. OVERLAP TO HE A MINIMUM X-an p6pm1. CAVE DRIP O)GES SHALL ExrEND Ain BELOW SHEATHING AND EMEND BACK ON THE OOF A MINIMUM OF 21n. DRIP EDGE AT EAVES iHAC_ BE PERMITIFD TO BE'NSTALIEO EITHER )VER OR UNDER THE 6NDERI kYMENT. F INSTAU ED )VER THE L NDERLAYMENT, THERE RHAIL RE A dININI M 4N,W OTH OF ROOF CEMENT INSTALLED )VER THE DRIP EDGE FLANGE. ORI' EDGE SHALL eE dECHANICALLY FASTENED A MAXIMUM 01' 121n ON )ENTcR. WHERE THE Vaad AS OETERMNO) IN 1CCORATNCE WITH SECTION R301.2AS SSn MPH 17 KM/HI OR GREATER OR THE MEAN ROOF HEIGHT .XCEEDS 33 FEET U0,058ITT) DRIP EDGES SHALL BE dFCHMICN I Y FASTENED A MAXIMUM OF 4INCHES A OENTai Mammum Fastener Spacing (]limbs, Head and Slit) 4" G° M x1Q, 5vewc MottiWrlp Flri ^ Fixed W=aXjW FF- Wall Framing: #25prumlPine/Ft 11Qs1-1/2" Screw Minimum Penetatlon Cross sledion V iew 1}IDlxnt�" 11"'t 1]8 ounPe 3p orb t*PeM0 RACK ION! 0.:110n, bUt Please:'eSicA Vfi V.T9p to p O.eR fete-tid'ks fron ace:--, "nq �Cra(,a _age .ht �ws iulan s,H rwnpiExe. Slap 1 Measure to be sue the opening is 318" to 1/2" larger than the wi vlow to both veltlwlW and horizontally. • You may wish tD predrill the in"tabon Was; in the An at does tane. Demilfard fba patxotetardhaks#r Meraxs as OW "wprnspese i Step 2 AppN a 9erreaus bead of siliUcts Do Me backside of the mounting fin. Use enough dimne to su fidelity fill Ml wide between the fin and the wall sheaNm . S43 Irarrtthe window into the opening from Me outside: The window is khelM'ileede" and -,,b e°, but if terse tzbee have Been removed, to brad Should always be to the Inside of the build Step 4 Install shuns under he sill, ad)tstrg tlWo until the Unk Is plumb m the opening. Shinn shore be totalled taller the sill every 2 feet. The window should be hanicallIf metered In the openkag with no more than 11F gap between the window and wall tram . Step 6 Itl4alla#taxi-1/2°screw 4' Nam the corner of UPS fin at each end of the head sill and both jambs. Step Install to rmwmirg fastmas In 8"increments from to Cotter screws to the Center of each frame member. Use arenot mover - tighten the SOEVAS and WIII them through the On. Also, make sure the screws go in straight and do not max to frame to bow. Wag fts"should be a minimum at #2 Spmce/PirWRI. Fastenemshould be #10 screws of sufficient e M to acNeoa 1.3(8" juslebratkIn into the wall and no Is%thart 112" from edge of tram) Faateeg auaWk n inn "end M rw-1n aAul Cmrl.a Step 8 If deslred, a foam Insulation on be applied to the Interlor gap between the wmtlov and wall framing. If applied, ft nuat be fie A10H EXPANDING TYPE PE MAN. Step 9 Since these windows arc typiaily used In rooms well high mdseee, le; bertmoans, It is recommended the the hroerim gap between the window and will treating also be sealed with sllzahe and tooted x as not to interfere with the IrstalMtion of wallboard, tle or tdm. Sep SO OmosI at construction is cenpleM, remove the bubble wrap from the Inside and OuWde of tM window. If thecessi dean the blacks with a mild detergent and harm water usmo a soft cloth. Failure to follow these procedures will void any and all warranties. GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION AND CALL OUTS. Product Approval Submittal Affidavit Building Address: Contractor: Building Permit: Product Design Pressures Manufacture Model # Attachment A royal # pp Method Roofing: 1st Choice DADE COUNTY APP. IKO Industrues, Ltd Cambridge AR 6 NAIL SHINGLES W 12 GAUGE ROOFING / NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. FL7006.1 R-10 W/ 3/8" MIN PENETRATION THRU SHEATHING ROOFING VENTS: Florida Metal FLAMCO FASTEN WITH 11 GAUGE GALVANIZED RING SHANK ROOFING NAIL, Products Inc. "Off -rid a vent" "FROM EDGE AU12 4" Q.Q. TYPICAL MAX FL21580.1 R•1 ROOFING UNDERLAYMENT: 1st Choice TAMKO BUILDING ITAMKO No. 30 7UNDERLAYMENT SHALL BE APPLIED AND FL12328-118 P U L C 1#30 AS T-SATU RATED ORGANIC LT ATTACHED IN ACCORDANCE WITH R905.1.1 2nd Choicel I I Overhead Garage Doors: 1st Choice +30.0/-30.0 CLOPAY 73W6 16 x 7 2"x6" P.T. WOOD JAMB WITH (5)1/2" DIA.x 8""1" BOLTS FL16546.1 rand Choice +30.0/-32.0 CLOPAY 73WB7 6 X FL15279.36 Swing Doors: 1st Choice +67.0/-67.0 TH FIBERGLASS ERMA TRU-CORP. NSW NG ED 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 12' O.C. THEREAFTER. THE DOOR FRAME SHALL FL20461.1 rand Choice +67.0/-67.0 THERMA TRU-CORP. FLUSH FL20461.19 FIBERGLASS DOORpUTSWING BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM 4 1• TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" 0 G. �® F THEREAFTER. (TYPICAL ALL 4 SIDES) • a-- m "°''-"" Siding: CODE CO 1st Choice +0/-146.3 The Tapco Group 7" Staggered INSTALLAITON FA51 EHNEHS ARE GALVANIZE D'STL 'L"ROD FL20403.17 Shakes NAILS 11/2" LONG WITH 1/8" DIA. SHANKS & 3/8" DIA. HEADS AT 10" O.C. HORIZONTALLY. EMBEDMENT TO B L�"• 2nd ChgicelSHALL N.A. N.A. IN A BE BEYOND WALL DRESSING Wind w 1st Choice +40/-50 MI WINDOWSO SERIES Single Hung Ifin) SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN. 1?A" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS FOR NSTASUFFICIENT LLATIOTN THROUGH102x BUCK USE #8 WOOD SO EW OFWOOD BUCK. FL 17676.1 R9 +40/-50 MI WINDOWS 3540 SERIES Single Hung (flange) FL 17876.8 R9 3540 SERIES +50.0/-50.0 MI WINDOWS Picture window SUFFIENT LENGTH TO ACHIEVE 1%' INCH MINIMUM EMBEDMENT FL18644.3 R3 IN WOOD SUBSTRATE. Mullions: 1st Choice M-1926 MI WINDOWS Vertical I FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE . FL 18504.1 Mulllon 3/16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A i'A Horizontal FL 15804.2 IM-1926 MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM MUIllooEDGE DISTANCE Fixed Glass: 1st Choice +5o.0/-50.0 US BLOCK 625 FOR UNIT INSTALLATION USE 3/16" 7APCON ANCHOR FL18644.3 R-3 WITH MIN. 114" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES N07 DESIGNATED FOR TAPCON SHOULD 2nd Choice BE FILLED W/ 48 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. 3rd Choice Soffit: 1st Choice +56.0/-35.0 KAYCAN LTD 8" BEADED 1 1/2" NAILS 10" O.C. IN FL16503.4 R-3 Hurricane Panels: 1St Choice 46 PSF EXT/ HURRICANE STORM 24 Ga. Galvanized DIRECT MOUNT. TOP 1k"-20 MALE PAN ELMATE W / FL16293.1 46 PSF IN7. PANEL MFG. INC. Steel Storm WINGNUTS AT 121h" O.C. BOTTOM 1/4"-20 SIDEWALK Panels BOLT w/ POWERS CALK -IN I have reviewed the above components of cladding and have approved their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: A. # 56126 Name: TODD M. BORN Certification Number: A. # 82126 Name: Luis Pablo Torres Certification Number: A. # 87864 No' 878 Pi *: v w 0.. sIAT oF '.per .. J to R Q \.. �C > a l i sit, 1a (a a 12 1 w `�N o ti to m 13'P.R ro ti t�i lJi .B .c��. ors$ z I31 w e w W s',r' ° a rn m V5 e'LLm� a a: W �# cow cc zs 3 Z g wi IL a GOmJ m e a 9 Zia = Ce p °- o Z C ) g � w WWV.FDSENGoOM ❑ ❑ ❑ w W C4 m o m _ N m Z M r z 00 O — Zo 0 = L/) t9 ¢ 0; o — On _ . Vote,E 2 DID r V) c in c V..F� Pm CWt� V ti N E: o 000 S OO W U N V Y r 0 1 ¢ m o m N coo &DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE 1! 9 ♦ Job Information: Io � DO N m O a a IL m z 8 to m L J N on N to 3 N n z � �m00 O J LLI m N J m(n W n E A♦ Model Name / Number: 1485 o V1 Plan Issue Date: m a Wednesday, June 17, 2020 VI KA PROJECT NUMBER: Y 20-4145 T n Sheet: Of: 0 S-5 N MATERIAL REFERENCE INFO (PSL) UP WEATHER FLASHING REQUIREMENTS THESE DETAILS ARE GENERIC AND MEANT TO SHOW MECHANICALLY FASTEN AS CORNERS THROUGH FOLD ., ICUR WEATHER RESISTIVE BARRIER GENERAL FLASHING AND WATERPROOFING METHODS11 SELF -ADHERED FLASHING SELF -ADHERED TEMPORARILY SECURE TEMPORARILY DOOR ROUGH OPENING TO BE USED. R703.1 Generel. Exterior walls shall provide the bullding with aweather-resistant exterior well envelops. The exterior _ WINDOW UNIT hin wall envelope shall include as Fig as described in Sa It R703.4. A water -resistive barrier Is described as a `WEATHER /' RESISITIVE material behind an exterior wall covering that is intended to resist liquid water that has penetrated behind the exterior BARRIER WOOD FRAME CONSTR. SLOPE covering from further Intruding into the exterior wall assembly. An exterior wall covering is described as a material or s TAPE EXTERIOR SHEATHING SELF -ADHERED FLASHING 3/4'•1"BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER 130.5 SELF -ADHERED FLASHING assembly of materials applied on the exterior side of exterior walls for the purpose of providing a weather -resistive BY LAPPING DOWN THRESHOLD OF DOOR AND RETURN (0.6 Cm : 30.5 Cm) (0.6c barrier, Insulation, or for aesthetics, including but not limited to, veneers, siding, exterior Insulation and finish systems, • OVER RIM JOIST AND UP WALL BY6IN- UP JAMB 6".USE LIQUID NAIL BRAND SELF -ADHERED FLASHING PRODUCTS DETAILS architectural trim and embellishments such as cornices, soffits, and fascias. OR EQUAL WEATHER PROOF CAULKING yisa[uaze"wixnowl • EXTERIOR R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other roved water-reststive barrier shall be I YP approved applied over studs or sheathing of all exterior walls. Such WEATHER SELF -ADHERED FLASHING FELT OR ONE LAYER OF HOUSE WRAP AND horizontally, CEMT. FIN. TWO LAYERS OF ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 felt or material shall be applied with the upper layer lapped over the lower layer not less than 2 Inches m (51 an). Where Joints occur, felt shall be lapped not less then 8 inches (152 man). The felt or other approved material BARRIER BARRIER SEAL TOPS OF JOISTS shall be continuous to the top of walls and terminated at penetrations and building appendages In a manner to meet the UNDER DECKING SUSFLOOR requirements of the exterior wall envelope as described in Section R703A. (SEE DETAIL WP07) SELF -ADHERED FLASHING R703.7.3 Water -resistive barriers shall be installed as required In Section R703.2 and, where applied over wood -based • WIRE LATH Detail Instructions sheathing, shall Include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of HEAD FLASHING TIE-IN INSTRUXTIONS: RIM JOIST Grade D paper. The individual layers shall be installed Independently such that each layer provides a separate 1, Cut, fold up &temporarily secure weather Refer t0 the number marked as ® in each detail that corresponds to the continuous plane and any flashing (Installed in accordance with Section R703A) intended to drain to the water -resistive resistive barrier above header to allow for flashing installation BUILDING numbered items in the list of instructions below: barrier Is directed between the layers, 2. Self -adhered flashing plus head Dashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape O 2 t O 2 PAPER V O 1. Install self -adhered flashing in order as shown by numbers 2. I nstall flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that Of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize R703.4 Flashing. Approved cowoalon-resistant flashing shall be applied shingledashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes Scale: NTS SELF FLASHING SELF -ADHERED FLASHING WPM SELF -ADHERED FLASHING TWP02 -ADHERED CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER IWPO3 scoring cuts used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM 0820 Class 25 Grade NS or for Joint FLANGED WINDOW EXTERIOR DOOR WITH DECK - SECTION A 5. Remove all release paper per standard installation instructions and greater proper FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER adhere to substrate using a square piece of flashing material (6" x 6" expansion and contraction, ASTM C1281, AAMA 912, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing In exterior walls shall comply with AAMA 714. The flashing shall extend to the EXTERIOR SHEATHING RUBBERIZED RUBBERIZED ASPHALT Minimum) surface of the exterior wall finish. Approved corrosion resistant fleshings shall be Installed at the following locations: EXTERIOR SHEATHING 3/4"-1"BEAD OF CONSTR. INSTALL SELF -ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD ADHESIVE ASPHALT ADHESIVE 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the THRESHOLD OF DOOR AND RETURN FLASHING, SEE SELF -ADHERED FLASHING exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW tight to Corner Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings REFER TO TECHNICAL OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) 8. Mechanically fasten as necessary shall be installed In accordance with one or more of the following: LETTER ON CHEMICAL SCORED COMPATIBILITY , RELEASE PAPER 1.1 The fenestration manufacturer's installation and flashing Instructions, or for applications not addressed In the ''^ (BEFORE FOLDING, SCORE fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where SELF ADHERED SELF -ADHERED FLASHING, EXTEND A MINIMUM in RELEASE PAPER TO EXPOSE flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and FLASHING VERTICALLY FROM ADHESNEASSHOWN) doe openings- Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the BOTTOM OF exterior wall finish or to the water resistive barter for subsequent drainage. Openings using pan flashing shall THRESHOLD MECHANICALLY FASTEN AS Incorporate flashing or protection at the head and sides. a SECTION -A NECESSARY IN CORNERS THROUGH 1.2. In accordance with the flashing design or method of a registered design professional. (SEE DETAIL WP02) SELF -ADHERED FLASHING 1.3. In accordance with other approved methods. 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or - SELF -ADHERED FLASHING O C� " v FMA/AAMA/WDMA 400. Z 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both r SELF -ADHERED FLASHING 5 sides under stucco copings. NAILING FLANGE t O'' 4 3. Under and at the ends of masonry, wood or metal copings and sills. 2 SEAL TOPS OF JOISTS t 6 4. Continuously above all projecting wood trim. DO NOT FLASH OVER 8 UNDER DECKING 2 7 BOTTOM NAILING (SEE DETAIL WP07) S. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. FLANGE 6. At wall and roof Intersections. SELF -ADHERED FLASHING IWPO4 WP05 RED HING SELFNSDE WP06 7. At built-in gutters.EXTERIOR HALF ROUND WINDOW DOOR WITH DECK COR ER n!r ( � �' r SELF ADHERED FLASHING DECK PROTECTOR Y ;4 � `� r SHEATHING "� 7/8" Cement Plaster 7/8" Cement Plaster - - - 1 ` in accordance with in accordance with -__ - - V ASTMC926 ASTMC926 - -- SELF -ADHERED FLASHING PATCH - '` Felt backed metal .. Felt backed metal lathe in accordance lathe in accordance with ASTMC1063 with ASTMC1063 SELF -ADHERED FLASHING, ., y DECK PROTECTOR Building Paper Building Paper \ 7/16" O.S.B. 7/16" O.S.B. sheathing sheathing I DOUBLE , - .. Metal Keep to edge f' I SINGLE f /1 JOIST f rr JOIST SELF -ADHERED FLASHING SELF -ADHERED FLASHING 'I • ' - Flashing 3 1 .. . e 0 weepscreed 2" below tap of block 2 Unperforated Vulcum 3"MIN 4 Flange 7/8" cauk bottom O 5 Weep Screed joint only Maintain Metal Flashing Bottom of 3-1/2" Unperforated SELF -ADHERED FLASHING P 0 WP07 s A iP O A SELF -ADHERED FLASHING V\♦/ APPLY A LIQUID FLASHING TO THE MASONRY OPENING HEAD, JAMB, SILL IN ( ) ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE W r10 r+ Weep Screed 1 1/2" to 2" Flange 7/8" Weep Screed \HO.8362x;DECK JOIST OUTSIDE CORNER Vx INSTALLATION OF THE BUCK/RECEPTOR. Above Roof 1 /2" Cementitious Sheathing Decorative Finish o • • o, All inside and outside corner will °• need to be miter EXTERIOR WINDOW UNIT cut and caulked all CEMT. FIN. Cement Plaster butt joints need to ' BUILDING PAPER in accordance o o • u using SLOPE SLOPE with ASTMC926 ,::.Vulccaulk for all Vulcum c SLOPE 0.3 in: 12.0 in (0.6 cm: 30.5 cri 0.3 in: 12.0 in (0.6 cm: 30.5 cm) 0.3 in: 12.0 in --_ _ (0.6 cm: 30.5 cm) over woad 2nd floor ®E �•' z CIECr��`��i � S"T. n SELF -ADHERED FLASHING WA00 WIRE LATH SELF -ADHERED FLASHING-- EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH 1/2" Cement Plaster Finish SELF -ADHERED FLASHING Block WIRE LATH - 2 10 Perforated a"o• Flange 1/2" Weep BUILDING PAPER Cement o, Screed BUILDING PAPER Plaster over block 1 at floor EXTERIOR WINDOW UNIT CEMT. FIN. Slab nstall bottom edge of weep screed 1" below finish floor OPTIONAL DETAIL 3 g O Note: lath The building paper and metal must be installed over the top of WEEP SCREED DETAIL SELF -ADHERED FLASHING W �% 1 O SELF -ADHERED FLASHING W P 11 SELF -ADHERED FLASHING FINISH PARAPET WALL W P 1 the Weep Screed. SCALE: NOT TO SCALE CEMT. FINISH WINDOW HEAD CEMT. FINISH WINDOW SILL CEMT. 5" bath duct to roof cap w/70 cfm fan 4" dryer duct to roof cap w/dryer vent box ------- -----------I� i COVERED PATIO I ' 1-n•�s-x �� -U' e , I Del. 25 SH ea arx ,l DOL 25 SH - — iI 2if9ti :SE FmEgs TEMP. GLS. ':. EA9P. GLS. EGRESS - 2X42 A/C SLAB 12 = Y BLDR MIN ' FROM WALL OM 2 FAULT=ILING. _ 135 1 x6 1wcd ;.. __,._......# 1 - 1202 rag vAs LT a .Lc. 11ix 'wcd / 165 ::. 9" g 5" bath duct to roof cap 12 2 E'ra R,19„ 14" --f __� w/70 cfm fan 4 8x4 i f d a -� " 16x16 9 , e VAJL, CLG , 1�x1:0 rag 12' -- ifatiL'IitE'a - lf)'-O" CLG. FLAT 6" 10x6 1wcd ' i t s s 90 ! a a iiEDi??:Cii1i f S xrrt- <y VAULT CHL!N3 e J WIN l !0 x6 1 wcd .. c� ,� f8x4 1 wcd D Y7 ! 60 5' i v Ll w I E DiNI vRAE: T CLu 18x1$ fbrag 12x12 1wcd 200 I s� VAULT CL"ELE M s:ia RTL f 4—xE %cd 160 1 16 8" 1a awa , ! ! DSL 2.5 SH ;' EGRESS (2j 12" S.L w/ SD' • HKiP TRANS. ABOVE ENTRY W- NOTE TO B ILDER: MUST PROVIDE UNRESTRICTED 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS Transfer -du is/grills sized in compliance with Florida Residential Building Code-M1602.4 balancedreturn air. EXCEPTIONS 1-3 2 CAR GARAGE - 8' CEIL'.NO A DN. STAIRS � LOCAIE !N FIFE 0. � 22 31�' x 54'---------------- J-_-_--___._______________________________________ , 9 �I I- . �512 ! i k1C CHI .j w. FLOOR PLAN SCALE: 1/4- � 1'Z- LIVING 1489 S.F. GARAGE 389 S.F. 2.5 TON W/5KW 0240V 1PH 18x10 rad platform by bldr scale :1 /4"=1'0" AREA CALCULATIONS 1st 4 OM ^ 48Q S.F. TOTAL LIVING (ACf 1489 S.F. iIAWE 2$9 S.F. COVERED ENf1TY (BASE1 41 S.F. COV RED PA710/LANAI 140 S.F. TOTAL ARIA UNDEP RI]OF 2 �1 59 S.r. REVIEWED FOR CODE COMPLIANCE sr. LUCIE��++COUNTY BOCC FILE COP" Rating v S 0 � 0 0 <C e� O' Q — s w Z LLJ O O_ L0 Li O Q Q I-0 m I Q 00 Z N N p I m LU •• > z ®11 z o LU Q m 1--< 'J —J 1 O Q Q:� n � /D 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.