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HomeMy WebLinkAboutBuilding PlansTERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA INDEX OF DRAWINGS CAST IN PLACE CONCRETE R318.1 TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5" PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. 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 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, 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 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 AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 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 SHALL BE SUPPORTED ON PRECAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP NOTES: REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY I. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR" USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE LINTEL PLAN PAGE. WITH THE BUILDING DEPARTMENT 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 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 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. EXTERIOR COVERING MASONRY WALL CONST. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM G90.014, WITH A MINIMUM NET COMPRESSIVE R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C 926 AND ASTM C 1063 AND THE STRENGTH A 1900 PSI if = NFO PSI ) 2. MORTAR SHALL BE TYPE CONFORMING TO ASTM PROVISIONS OF THIS CODE. H A MAXIMUM 3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS NF OF 30DO PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. EXTERIOR WALL LATH ATTACH EMENT 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION RESISTANT MATERIAL. EXPANDED METAL OR 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR LOFT, "EN WIRE LATH SHALL BE ATTACHED TO WOOD SHEATHING WITH 11/2" LONG. 1A GAGE NAILS HAVING A WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF 7/16 HEAD OR 7/S" LONG 18 GAGE STAPLES SPACED NOT MORE THAN O INCHES ON CENTER VERTICALLY AND HORIZONTALLY IREF. 2017 FRG R703-7 * 1_ 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 R703.7.2 PLASTER. PLASTERING W/ PORTLAND CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHEN APPLIED OVER 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR 17) DAYS- PER CODE ACI 318-14. METAL LATH OR WIRE LATH AND SHALL NOT LESS THAN TWO COATS WHEN APPLIED OVER MASONRY, CONCRETE. 11, CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL R703.7.3 WATER -RESISTIVE BARRIERS. WATER -RESISTIVE BARRIERS SHALL BE INSTALLED WHERE CEMENT PLASTER (STUCCO) IS TO BE APPLIED OVER WOOD CONSTRUCTION WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER. THE INDIVIDUAL 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLE 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 END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL LAYERS. THE BARRIERS SHALL CONSIST OF ONE OF THE FOLLOWING. SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. I. TWO LAYERS OF AN APPROVED WATER RESISTANT BARRIER MATERIAL IN ACCORDANCE WITH R703.2. 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND 2. ONE LAYER OF AN APPROVED WATER -RESISTIVE BARRIER (PAPERBACKED STUCCO LATH) OVER AN APPROVED FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS SYNTHETIC HOUSE WRAP. 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. R703.4 FLASHING. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS, DOT SODIUM BORATE (SBX) DOES NOT. COMPONENTS. FLASHING SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. • EXTERIOR WINDOW/DOOR OPENINGS. 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTIONS WITH FRAME WALLS. WITHOUT WOODEN TOP PLATES. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP 1.7E Ftt=2400 PSI MIN. CONSTRUCTION. 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: AT WALL AND ROOF INTERSECTIONS • AT BUILT-IN GUTTERS. 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 I OSB EXPOSURE 1 OR 15/32" RATED OSB EXPOSURE 1 A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. 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 STRUCTURALPLAN 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 BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. n SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. 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. FIELD REPAIR NOTES 1. MISSED "1" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OFTHE OMITTED REBAR AND INSTALL A 32" LONG #5 BAR INTO THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE) MIXED PER THE MFGR'S INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY DURING BOND BEAM POUR. 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. TO FOOTING). 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4) 1/*"x 21A" TITENS TO MASONRY AND (7Y1Od NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LBS (USE (2) MTSM36 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 1 1/2" SIDS SCREWS AND (5) 1/4" x 2 1/4" TITENS ONE EACH SIDE OF TRUSS. NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM FOR. IF GIRDER TRUSS CONNECTIONS ARE MISSED, CONTACT THE FOR FOR SUBSTITUTION. 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) 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 FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. MASTER REVISIONS DATE DESCRIPTION KI CODE CRITERIA FLORIDA BUILDING CODE 6TH ED1710N (2017) RESIDENTIAL FLORIDA FIRE PREVENTION CODE 6TH EDITION (2017) FLORIDA BUILDING CODE ACCESSIBILITY 6TH EDITION (2017) NFPA 70-14, NATIONAL ELECTRICAL CODES (NEC 2014) & 6TH FBCR Ch. 34.43 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318-14) SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301.10) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2015 EDITION 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 (B) 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 I-J01ST*** LL/480 TL/240 *TL MAX 2" UP TO 40FT SPAN * *TL MAX 3/4" *** TL MAX 1/2" 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 SO 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 FROM FOR OR INDICATED ON PLAN GENERAL FLOOR LOADING TOP CHORD LL 40 (PSF) COMMMENTS: WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 30FT ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 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 ® 5O (+) 27.5 (+) 27.6 10 (-) 29.9 (-) 37.0 (+) 26.5 (+) 26.5 20 (-) 28.8 (-) 34.4 O 0 50 (+) 24.8 (+) 24.8 (•) 27.1 (-) 31.1 � 0 (+) 23.4 (+) 23.4 100 (25.7 (-) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x 7'-0" 16'-0" x 7'-0" (-) 51.3 (+) 24.3 (+) 23.3 (-) 27.5 (-) 26.0 GENERAL PRESSURE NOTES NOTES: I. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY W/IN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. SHT NO: TITLE 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS Y S-3 DETAILS S-4 DETAILS S-5 PRODUCT INFO SHEET R WP WATERPROOFING DETAILS M-1 HVAC N m v RawN P : NS.E ' w E Q 0 0 c E 82 F S10 " W a B i�i �JJ U pg Jm J TOP CHORD DIL 10 (PSF) �- - BOTTOMCHORDLL 0(PSF) SEE FLOOR PLAN FOR ACTUAL PRESSURES g'milli a LL W a BOTTOM CHORD DL 5 (PSF) P B_ Y a Z. o SPECIAL FLOOR LOADING g ;� 13 �� o' o GAME ROOM 60 (PSF) COMMMENTS: '{ B m a BALCONIES/ DECKS 40 (PSF)LL 8 Z j BALCONIES OVER 100 SQ:FT 100 (PSF) li LIGHT STORAGE 125 (PSF) pia wwwmsovc.mn+ LIBRARIES READING ROOMS 60 (PSF) u /� z STACK ROOMS 150 (PSF) m W g - o GUARD RAIL @HAND RAILS (d) 200 (PSF) w - Z N GUARD RAILS IN FILL COMP. (f) 50 (PSF)W, \ Q � ROOMS OTHER THAN SLEEPING 40 (PSF) 5 SLEEPING ROOM 30 (PSF) w a STAIRS 40 PSF)m FOOT NOTES V ' Z N to M d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG c n �Q) y THE TOP. S \ IW/ w f. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A E (6 p HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. U - w Ow '6 GENERAL NOTES BUILDER NOTICE: �� 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 c W t o $ documents that these documents be accurate, providing Licensed 6 h 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. P g ,. tS' 23 y 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals clear information. Every attempt has been made to t _ rR p - -- 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error. The Builder and all subcontractors are required to = c g� v e u:0 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE review all the information contained in these documents, prior to ¢ a den the commencement of any work. The Designer/Engineer are not 6TH EDITION (2017) RESIDENTIAL. 3 responsible for any plan errors, omissions,or misinterpretations P CONTROL OF CONSTRUCTION SITE: undetected and not reported to the Designer / Engineer prior to N III ® DAMS HOMES construction. All construction MUST be in accordance to the = KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (FOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE information found in these documents. Any questions regarding the CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE information found in these plans should be directed to our Quality i FLORIDA CONTRACTORS LICENSE NO. CRC1330146 RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE Assurance Manager immediately. No backcharges will be considered ,�*- TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER c 3000 GULFBREEZE PARKWAY PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED TO, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER for reimbursement by the Designer/Engineer without advanced a FLORIDA 32563 CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANYTIMEFOR ANY REASON. notification and approval by the Designer/Engineer. v GULFBREEZE, Payments will be made in accordance to the terms of the agreement. r DIVISION LOCATION: v PORT ST. LUCIE CODE REFERENCES ARE SUMMARIES OFF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. ♦ Job Information: m a AMS HOMES iiiiiiiiiiiiii0f Northwest Florida o N r O o ,O, o Z N GN L0 tLL ` C � L U d 67 i > M N m 4 v H L0 m E 0) a RV1 �l�u r 0 J W� o IEWED FOR s} N _j 00 (n U) " CODE COMPLIAN ♦ Model Name / Number: ST. LUCIE COUNT 1480 BOCC a ♦ I Plan Issue Date: ED a" Friday, November 20, 2020 v 15 VI KA PROJECT NUMBER: DEC 0 S ?020 Y 20-8520 ST_ U.1cie County, Permitting s ----------------- rn Sheet: Of: N0 N m FILE CQPY s COVER SHEET BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT MARK SPACING Top SPECIES CAP.(p10 BW1 1.6. " (2)16d TOENAILS (2) Ad TOENAILS SPF NO UPLIFT BW2 SP2 W/ (8}101 SPL W/ (6}lod SPF 402 18" STUD, (6) JOd PLATE STUD, (4) IM PLATE BW3 18" (2) SPAI2 W/ (a)10d 12) SPl W/ (6)10d SPF 803 SD 1.60 PLATE STUD, 441 10d PLATE BW4 16" (2) led TOENAILS (2)16d TOENAILS SYP NO UPLIFT SP2 W/.(6}10d SP1 W/ (8}10d BWS. 16" STUD 8 10d PLATE STUD 4I 10d PLATE SYP 439 BWS (2) SP2 W/ (6)10d SP1 W/ IB}10tl SYP 878 18" STUD 8 10d PLATE SPUD 4 LOd PLATE BW7 12" (2) led TOENAILS (2)16d TOENAILS SPF NO ufuFr SP2 W/ (6}10d SP1 W/ (6}10U BWS 12" STUD, (6) 106 PLATE STUD, (4) 10d PLATE SPf 535 BYQ9 12. STUD, (6) 10d) PLATE STUD, (4) 10d PLATE SPF 1070 BW10 12" (2)16d TOENAILS (2)16d TOENAILS SYP 0 SP2 W/ (6}10d SPi W/ (6)-10d BW11 12" STUD (6 10d PLATE STUD, 4) 10d PLATE SYP am (2) SP2 W/ (6)10d SP1 W j (6}SOtl BW12 12, STUD, 9 10d PLATE STUD, (4)10d PLATE SYP 1170 BW13 NOT USED UBLE 2x TOP PLATE TOP OF SEE PLANN V� NIASONRV WALL OR ICF WALL. SEE PLAN 2x SUDS PER DOUBLE 2X HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR j ABOVE MIN SIZE. SEE WF09/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH --SEE MS03/81 FOR NO UPLIFT CONNECTORS r BRG WALL TO INDICATED IN WFO9 CAN MASONRY WALL BE IGNORED. 0 CONNECTION INFO 2x MID -SPAN BLOCKING CONNECTORS W/ (2)12d TOENAILS @ TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN 8%0" SCHEOULE ABOVE F.F. SEE FOUNDATION a PLAN FDR MORE 2X P.T. W/ 1/2" A B N 32" O C W/ 7" INFO EMBEDMENT OR 3/2' A.T.R.W/ SIMPSON SETW/ SINSHEARWALL MIN. 7- EMBEDMENT PAST STEP DOWN. `i REQUIRES MIN "' 7/18' OSB PLYW'D ALT.: SIMPSON 1/2" 71TEN HD ® 32" O.C.W/ 1 NAILS SAME EDMENT W/BE GE. SEE GE ERALBNOTE#8 BRIG, WALL DETAIL IN FIELD AND EDGE. GENERAL NOTES N4 STUDS USED ONO. R PLAN FOR WALL SIB ASSUMEF US 1. SEE Fl.00 D E, 4 2: ALL STRUCTURAL LUMBER BE SYP 01 OR SPF #2 UNO ON PLAN. T LL EACH STUD AS INDICATED 3. CONNECTIONS TO BE INSTALLED C 4. SP4, SPB AND BPS CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SP1 AND SP2 INDICATED IN SCHEDULE ABOVE S. IF'BW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE wFos/ 33.10R INDICATED DETAIL FOR 2nd FLOOR TO AI FOR PROPERISFORCONNECTIONSSTORY FIRST ROOK CONNECTIONS (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) B. S INDICATED IS LL AND REQUIRES MIN. A SHEFIELD ATCONSIDERED AND EDGE 7/18" 05e PLYWOOD W/ 8d NAILS AT 4" O.C. IN RELD AND EDGE 70 (1) SIDE OF WALL 7 6" O W/ Sd NAILS 7. ALL 2X EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE a. if THE BEARING WALL IS INDICAEED WITH THE DWI. BW4, BW7, EIMO THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT. THE STUUS ARE TOE NAILED TO THE PLATE AND THE 9, PLATE CAN BE ATTACHED WITH HARD CASED NAILS (GUN NAILS) AND WALL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 9. SP3/SP2-DRIVE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD. 1010.148" DIA. x 3" LONG COLUMN SCHEDULE COLUMN SIZE (BASE) CONN. & FASTENER UPLIFT(LD)(3) FMARK 2 x4 #2 SPF (4) -16d TOENAILS 0 DTT2Z W/1/2'WEDGE (3) 2 x 4 #2 SPF " "X1 2" ANCHOR & (8) 1/4 1/SDS 4 21 5 SCREWS (3) 2 x 4 SYP #1-OR- (4) - led TOENAILS 0 DI W/ 1/2' WEDGE C4 1 (4) 2 x 4 SPF #2 ANCHOR" & (8)1/4" X 11/2' 2145 SDS SCREWS C5 4 x 4 P.T.#2 ABU44 W/ 5/8" ATR"" U = 6665 2200 SYP POST &(12)- lad NAILS 6 x e P.T. #2 ABU66 W/ 5/8" ATR"" G -12000 CB SYP POST & (12) -16d NAILS U - 2300 8 x 8 P.T. #2 ABU66 W/ (2) - 5/8" ATR"" G- 24335 C7 SYP POST & JIB) -Ad NAILS U=2320 CB 3.5 x3.5 P.L. 1.8E Fb2400 PSI HDU5-SDS2.5 W/ (1A)1/4" x 21/2' SOS WS & 5/8' EPDXY 5645 (WOLMANIZED IF EXT.) ANCHOR, OR ATR'"" 3.5 X 5.25 P.L HDU58D32.5 W/ (14)1/4" x 1.8E Ra=2400 PSI 21/2' SDS WS & 5/8" EXOPY 5645 WOLMANIZED IF EXTJ ANCHOR, OR ATR" C10 3.5 x 7 P.L. 1.8E F -2400 PSI HOUS-5D52.5 W/ (20) 1/4' x 21/2" SCS WS & 7/8' EPDXY 6970 (WOLMANIZED IF EXT.) ANCHOR OR ATR""" C51 5.25 x 5.25 P.L. 1,8E FD-2400 PSI HDU83DS2.5 W/ (20)1/4" x 21/2' SDS WS & 7/8" EPDXY 7870 (WOLMANIZED IF E)I ANCHOR" OR ATR*- -7 x 7 P.L. HDU8SD52.5 W/ (20) 1/4" X C12 EXT. EPDXY 7870 OLMANIZED IF ANCHOR OR ATRw+:B" GENERAL COLUMN NOTES 1. SEE BOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN- S. NAIL BUILT UP STUDS PER DETAIL WF37/S3 4. MINIMUM BOLT EMBEDMENT; 5" EMBEDMENT FOR 1/2" ATR 8" EMBEDMENT FOR 51 ATR 8" EMBEDMENT FOR 7/8' ATR 5. IF [C] COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 6. SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7, SAME NOMINALSIZE PARALLAM COLUMNS Mae) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL DIA / LENGTH PNEUMATIC GUN COMMON W.GUN APPLICATION NAIL DIA.-LENGTH NAIL SPACING Ed 0.131" X TT 0.131" X 2'A- SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS 10d OR 12d 0.148" X 3" 0.131" X 3' SEE PLAN BLOCKING & TOE 0.1481 3 "4" 0.131" X 3 U" NAILS & TOP PLATE 12d 0.148" X 3 W O.J.31' X 3'A" 8' O.C.(COMMON) STUD WALL. 6" O.C. GUN MQ CORNERS Sod 0.148" X 3" 0.131" X 3' 8' O.C.(COMMON) STUD PACK 0" O.C. GUN NAIL COLUMNS 18d 0.162' X31h' 0,131'X3�A- (2)18D(COMMON) ISEE PLAN (3)16D ( GUN NAILS) HEADER SCHEDULE MARK HEADER SIZE REMARKS H7 (2)- 2X6 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H2 (2) _ y(g #2 gyp SEE GENERAL HEADER NOTE #5 Wf 112" FLITCH PLATE THIS SHEET H3 (2) - 2X10 #2 SYP SEE GENERAL HEADER NOTE #5 WI 1/1" FLITCH PLATE THIS SHEET O(2) " 2X12 #2 SYP SEE GENERAL HEADER NOTE #5 VW 1/2" FLITCH PLATE THIS SHEET (3)-13/4"X 111/4 ATTACH TOGETHER VW(2)ROWS 114"X 3112 H5 LVL 2.OE Fb=2WO PSI SDS WD SCREWS L318" O.C. TYP. EACH SIDE (2) - 13/4' X 9 1/4 ATTACH TOGETHER W/(3)ROWS 1/4"X3112 LVL 2.OE Fb=2600 PSI SUS WD SCREWEI @ 16" OG. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2X4 WALL 2x6 OR 2x8 WALL JACKS KINGS JACKS KINGS SIZE EA. END EA. END EA. END EA. END (1) (2) (1) (2) 4-0":- 9,-0' (2) (3) (2) (2) 10'116'-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 LINO ON PLAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACKAND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/S3 5. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12' ox, ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER. 6. FASTEN ALL HEADERS TO KING STUDS WITH (3) 12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS (2).2 x 8 #2 SYP W/ 7/18" CONNECTION: PROVIDE (2) OSB FUTCH PLATE NAIL SIMPSON LSTA18 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS 012' OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 2 X 10 #2 SYP W/ 7/16- CONNECTION: PROVIDE (2) SIMPSON LSTA24 OR.U M BEA M TOGETHER USING FUTCH PLATE. NAIL BEAM (2) SIMPSON HTS20 TO WOOD POST ROWS OF NAILS ®12" OR (2)SIMPSON HETAI6 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) 01 FLITCH PLATE NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS 012' 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=2800 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) M TOGETHER USING (2) ROWS HTS20 TO WOOD POST 1/4" x 3 1/2" So3 WOOD (2) SIMPSON HETALB TO CMU. 0R OR (2) SCREWS & 18' O.C. TYP. COL. U.N.O. ON ROOF PLAN. EACH SIDE (2) -13/4' X 11 7/8" LVL 2.0E R,=2600 PSI.. NAIL BEAM USING (2) ROWS CONNECTION: :CONNECTION: PROVIDE (2) SIMPSON LSTA24 VI E ( 1/4' x 31/2' SDS WOOD 1/4'TOGx 1 SIMPSON HTS20 TO WOOD POST OR (2) SIMPSON HETA16 TO CMU SCREWS* 18" O.C. TYP. COL. U.N.O. ON ROOF PLAN. EACH SIDE (2)-13/4" x16" LVL 2.0E SI PSI, NAIL BEAM CONNECTION: PROVIDE (2) M TOGETHER HER UUSING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" X 31/2" BOB WOOD SIMPSON HTS20 TO WOOD POST SCREWS ® 18' O.C. TYP- OR (2) SIMPSON HETA18 TO CMU EACH SIDE COL U.N.O. ON ROOF PLAN. GENERAL BEAM NOTES 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN. 4' BEARING EACH END) 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O-R_ HOS BIlBE T Rq"11" 20'-6" 6 f (iD11 sa C6 TYP 7 ' , BMS BM8 I BMB COVERED PATIO 20'-0"x1O'-0" , 7'i1" 10'-4" 10' 8" 8"0"11 2'-8" 25 SH 25 SH 25 SH 4868 EGRESS EGRESS 10'-10" 10'-4" 17'1 FAMILY ROOM O BEDS BED 2 N VLTDCLG. VLTD CLG:, VLTD CLG. ^•1 - --- - _, - G.T. -- ---------- - - - - - -. - - 7 7"-.- 3111 3'-101, 6,S„ , I ' I T`y I , ' r `060, 2668 2668 v nn , i C R SH / I R SH / 2488 N , , _ 5'40" 2'-6" ~ 5' 0" 4'-6" 4" 17'10" ° ' ° BATH VLTD CLG. W-10" , At 00 O .. , ..r .,..= .. -__---' _. ,. ". 36' FLAT BAR I m I •------- ON DINING 2668 OVEN W/ -09� TOP WALL 341fz" � VLTD CLG, HOOD S�� ' ' =TUEB/SHWR ' .f• R/SH II I 17 "' KITCHEN I i � 10' CLG. I DRYER W D VENT , , , iy i» • � - HANSON BOX ® 36" AFF LA ND. M zas6---1Q'-� - ' " uJ VLTDCLG. N H 6'-6" 3'-4" N 2868 MASTER it w.y. FOYER :BEDROOM 8' CLG. VLTD CLG. NOTE: BUILDER TO PROVIDE APPLIANCE PROTECTION IF (---------------• iv REQUIRED BY MUNICIPALITY. ATTIC ACCESS SEE SHEET 4 FOR DET ILS i PULL. DOWN STAIRS - 13W3LOCATE IN FIELD a -- ` -' TLF 9 3 a v 6 1 w O68 2868 19 2 CAR GARAGE E©S iv 8' CLG. H4 EACH SIDE MS03 C4 OFOPENING. S1 v ENTRYa y I I v W.I.C. ° 8' CLG. I 8' CLG. v _ ______ LINE OF DOOR _____ _____ __.______._1 _ _ -"""- -- __ 1 ro G.T. " - - - - - W -- - - - - - - - - ----+- i R N BM R/SH ;A G T. 1,$„ 6,_2„ BATH S12 , w 8' CLG. 3 X 3 S_2 F.G. Em� SHWR ' ® O TEMP. GL. 16x7 OVERHEAD 25 SH 20'-0" 6'.0" ',. 39'-0" HOSE +BIBB N N mN OP bo 0) O LO A N n O A co m I 160 MPH OPENING PRESSURES V ENCLOSED - EXPOSURE B �I A +27.6/•29.9 B +27.8/37.0 +26.5 / -28.8 © +26.5 / -34.4 E +24.8 / -27.1 F +24.8 / -31.1 O O 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 r •" WALL LEGEND FRAMED WALL g 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 \4\1 tltlitlf7ll� J°`o, 0 Ow P SE Nt E� Q fD r W W GENERAL NOTES 1 h I t h tb a i �' FL.Q' ��Af . R302.5.1 Door om garage n o Ouse mu s 9 B t minimum 13/8" solid wood door, solid or 3 honeycomb steel door, or 20 Minute fire rated door. o 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 '5 the venting. 3. R302.8 The garage shall be separated from the 0 a residence and it'S attic by not less than 1/2-inch y 2 (1.2.7mm) 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 0 (15.9mm) type X gypsum board or equivalent. Where ii the separation Is a floor -calling assembly, the structure supporting the separation shall also protected by not less than 1/2 inch (12.7mm) gypsum board or equivalent. 5 4. R312.2.1 Window sills In dwelling units, where the u7 v o nln of an operable window Is located more than 72Inches (1829 mm) above the finished grade or ' surface below, the lowest part of the clear opening g of the window shall be a minimum of 24 Inches I (610 mm) above the finished floor of the room In which the Window is located. Glazing between the w floor and 24 inches (610 mm) shall be fixed or have x openings through which a 44nchdiameter (102 mm) 'S 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. y 6. Gelling for exterior entries and covered porches to R have 7/16". span rated OSB nailed per zone on roof diagram nailing schedule or 5/8' COX. - 1X T&G acceptable for substitution.. 7. EC: R402.2.4 Access doors from conditioned spaces to c unconditioned spaces (e.g., attics and crawl spaces) shall be weatherstripped and Insulated to a level $ equivalent to the insulation on the surrounding surfaces. o 8. Laundry Note: (Unless noted otherwise) Provide dryer m vent thru roof max. Igt. 35'-0', washer & dryer unitsA°) (washer unit to be always on left side when facing E Units) hanson box 0 36" aff L s 9. Callings 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/ Sd `o nails at 6" O.C. field and 4" O.C. at edges or 7d screw@ shank 3" O.C. field and 4" edges. Vinyl ceiling to be attaches to OSB per manufacturer specificatlons = FLOOR PLAN SCALE: 1/4" =1'-0' ALL ELEVATIONS AREA CALCULATIONS .1st FLOOR 1484 S.F. TOTAL LIVING (AC) 1484 S.F. GARAGE 397 S.F. COVERED ENTRY (BASE) 23 S.F. COVERED PATIO/LANAI 200 S.F. TOTAL AREA UNDER Rot 104 S.F. '���✓//� 40�E S S 7 fr`IlftE11101 O Z S 2S- LtON v € m a� � Q YJ n z r ��a �LLz "•' ui Q g z -� oo Ln°678 91��w_ C S ga 2" d a ei of i V J g� e'�� VNAY.FOSOVG.COM ❑ ❑ ❑ Z_p 8 Z 8 O __ z Y 1 Q -� J � Z Z(D " (n m �_ Lu � m tj u z o w C .4 U �0 E �. IX gj IX d r s y� e -<C4 ® DAMS HOMKS FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE V1 Job Information: L.L. 0 0 z 'C LIJ N �v +a) M LO N t1i c M a) t % 'H Lo rn o_ VT Model Name / Number: 1480 ♦ Plan Issue Date: Friday, November 20, 2020 s ♦ KA PROJECT NUMBER: 20-8520 1 Sheet: i Of. FLOOR PLAN A (x) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. REINF. GRADE SEE PLAN 00 FM01 I SINGLE STORY FTG REINF. SEE PLAN— #5 REBAR (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" GENERAL FOUNDATION NOTES CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR UNLESS NOTED OTHERWISE STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE OPTIONAL CURB FOR I I F.F.F F VARIES LAPPED MIN. 6" AND SEALED. MASONRY @ ELEV. 0'-0" ""-'- - i - - 2 4" 260O PSI CONIC. SLAB W/ 6X610/10 W W F, OR MINIMUM .75 LEIS W/ (1) - #5 BAR CONT. ° "' ' ' OF FIBER PER CUBIC YARD RBERMESH/RBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUFS INSTRUCTIONS AND NER-284 FOR RBERMESH OR NER-414 FOR FIBERMIX,OVER 6MIL VISQUEEN VAPOR BARRIER & TREATED FOR TERMITES. * 3 • INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR. TO 2 S DOI�RY: 20" X 20" REINF. ' W 3 - #5 CONT. BEAM W/ (1) #5 REBAR GRADE 40 U.N.O. TYPICAL ABV. SLAB. HOOKED FTC SEE PLAN ; ►°; ,'; a; ; DOV*LS 17" EMBEDMENT W/ 25" EXT. ABOVE SLAB. 1/2"=1'-0" 1 FM02 I SECTION @ GARAGE FM03 I THICKENED EDGE 1 1/2"=1'-0" I-) SLOPE MAY VARY 24" MAXIMUM DEPTH. 2x BRG. WALL IF GREATER THAN 24" CONTACT FOR OR (SEE FLOOR PLAN FOR REFERENCE FMASW FOR STEM WALL OPTION MORE INFORMATION) PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE OF GARAGE DOOR. EXTEND 6" BEYOND+ F.O.M. EACH END, TYP. 1 GAR. FIN.. FLR; # 5 REBAR 4 CONSUL RECESS 5 EXTERIO 1/2" — 1'-0" U.N.O. C 6 NO WOO 7 PENDIN( DOWN. 8 ALL FOO 9 MASON THROUG 10 PROVIDE 11 ASSUME 2006 P'. REQUIRE EXCEED ENGINE[ FOUNDA DRY DEf EQUALL ON THE BEARIN( 7.�- 4" 16" 4"ALIGN DRIVE W/ BOTTOM OFRECESS 2 STORY: 20" X 20" & PITCH DRIVE 4" CONIC. DRIVE W/ 1/2" EXP W (3 - #5 CONT. 2 STORY: 20" X 20" JOINTS 10". O.C. TYP. 16" (2) #5 REBAR W 3 - #5 CONT. FM09 I SECTION @ GAR. DOOR 1/2" = 1'-O'l FM10 INTERIOR BRG WALL SEE PLAN - (2) #5 REBAR MARK F1.0 Fz.D F2.5 FB.O 1/2" = 1'-0" T3.5 F4.o F4.5 F5.1) r6.o 8,4 FM12 STEP DOWN NON BRG. 1/2" V-011 SEE PLAN OPTIONAL CURB SLOPED GROUT SEE PLAN OR MASONRY AT TO DRAIN 4"x 4"x 16" 93 s�: < ° -- Typ, SEC. ELEV. 0'-0" WITH CURB (1) #5 BAR CONT. �� S. U, (G.C. VERIPO 00 „- • F.F. REINF. i m ♦' ♦.. , (SEE PLAN) 2 #5 CONT. INSTALL LINING W 2 #5 BENT BARS W/ MATERIALS PER / N MIN. 25" LAP SPLICE FBC-R P2709.2 •"-' ' MUDDED FLR. e 16" SLOPED TO DRAIN MIN. FM14 I SECTION @ RECESS SHOWER i/2''=1-D" FM1S TYP. STEP FTG. DETAIL 1/2"=1'-0" ALTERNATE: - REINF. THE REINF. BARS SHALL BE GRADE SEE PLAN ' #5 CONT REINF. CONTINUOUS AROUND CORNER SEE FND. FOR BY COLD BENDING THE BAR WITH QUANTITY MIN. BAR LAP OF 25" 00 45 X 25" X 25" o .CORNER BAR ONE N FOR EA. HORIZ. iv REBAR, TYP. U.N.O. (2) #5 REBAR A/C CHASE 4" PVC SLEEVE 2 STORY: 20" X 10" THRU FOOTING W/(3)-..#5CONT. FM19 TYP. CORNER BAR DETAIL 1-1/2"=r-0" FM23 TYP. FND PENETRATION 1/2 =1'-0 STEMWALL SCHEDULE STEM WALL HEIGHT (h) FOOTING DIMENSION NUMBER/SIZE OF BARS LAT. MAXIMUM F.C. SPACING (D.C.) IN STEM WALL d 1 STORY d 2 STORY b 1 STORY b 2 STORY 0'-0"-2'-0" 8" 10" 16" 20" W/ (2) #5 BARS <674# 61b" >2'-0"-3'-4" 10" 10" 20" 24" W/ (3) #5 BARS 674# 5',4" >3'-4" - 4'-0" 12" 12' 32" 32" W/ (4) #5 BARS 845# 4'-0" >4'-0" - 5'-4" 16" 18" 48" 48.. W/ (5) #5 BARS CONT. & #5 0 18" O.C. TRANSV. 1162# 2'-8" SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL SEE CHART ABV. -MAX. F.C. SPACING (O.C.) 6A W.W.M. TO BE TIED TO #5 GONT. REBAR (1) #5 HORIZ. CONT, TIED TO EA. VERTICAL REINF. BAR #4 TURN BAR ♦ STEM WALLS GREATER THAN W0" < < (1) #5 HORIZ. CONT. TED TO " EA. VERTICAL REINF.6 n FIN GRADE 8" MIN. T TO TOP OF = ,i STRIP FTG. R COMPACTED CLEAN FI IN MAX 12' LIFTS •' ' STRIP FTG. W/ QTY OF 'MIN. COVER d REINF. PER SCHEDULE �/„II(("// (3 SHOWN) FMASW I STEM WALL SCHEDULE pla" Iml' 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" FIBERMESH CAN NOT BE USED AND PER PLAN SPACING #4 TURN BARS ARE REQUIRED 0 EACH FILLED CELL LOCATION. EACH BAR TO TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM EE NOTE #8 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 .C. 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK 0 16" h " O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" 16, ,C TALL (TYPICAL ALL CORNERS) 6. IF STEMWALL IS WITH IN 5'-0" OF POOL OR WATER FEATURE FOUNDATIONS 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. *SEE NOTE 5 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 2' LAV - - TO SANITARY SEWER 1450 PLUMBING RISER GR N.T.S. ALL ELEVATIONS w e qw�l F,LO ®�,�✓i/4RQPE SSIC g F IY ti 00 c gc E�* I. J $ q LL 8 A��'n ` O,( wa. B�Ta" IB�NrS W mz� o w� WmEO) 2�{ m m S Q 8 O-�y o U) �Y J ti a _WtlM'.MSENG.COM 000 m 9 Z g 5 z CIE o c_N y 4Q L N 5 Z N m ML o V/4­1_ � w c E 0 w U d i5 •o w g o Ln m o W L J I n iz '� N � �rnppn y9! 3 YI q DAMS HOMES w FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY a GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: N PORT ST. LUCtE V Job Information:: L.Ls (— Z 0 o In W o N L A come N cH 61) 10 M i m ® 0_.1LLJZD Jm(n0 M Ln o Model Name / Number: 1480 v o® Plan Issue Date: a Friday, November 20, 2020 KA PROJECT NUMBER: r 20-8520 T a Sheet: I'S Of: N FILE CC lf-r FOUNDATION PLAN a W W z LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING S.F. LIVING = 1,480 x 3 = 4440 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 200 GEN LIGHT'G & RECEPL + APP. CIR. = 32,990 SUBTRACT 100 % OF FIRST 10,000-10,000 A= 22,990 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 22,990) = 9196 +100% OF "B' _ (20,000) = 20,000 TOTAL WATTAGE = 39,196 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 164 ASSUMED EDGE OF WALL R m 2x6 WALL (FLOOR TO CEILING) USE 2 RED HEADS TO ANCHOR WALL FM24.1 ALTERNATIVE PROTECTION BARRIER N.T.S. (^( INSTALL FAN /BOX PREWIRE I I INSTALL FAN INSTALL FAN h.I LI�1 BOX PREWIRE q`, I.J�BOX PREWIRE G.T. I I w PHEW c I V I� i —r--------- r O — -� to I O FOR HOOD T I I I u ♦ I ` 1 GFI Fl 2ISP pG I i I I GF11 cl i ' I GFI: GFIFOR D/W w , dt GFl 220 ® ®_, WeFlPF ♦` I \ \\ W/P Z GA GFI I Q.o i �NSTALL FAN BOX PREWIRE W.H. 220 OR @ m ® 42" AFF z w - - w v w ATTIC ELECT IC IF w ` REQ'D BY CODE ♦ =M J J-_------ ' i3 w / I NOTE: LOCATION OF METER AND PANEL BOX TO BE BY BUILDER. IF NO GARAGE SERVICE DOOR IS PROVIDED A DISCONNECT SHALL1 BE ADDED AT METER LOCATION. \ o W/P COO. ` GFI @ GFI -� BELL 11 / o FOR GARAGE ,�('' ' 42" AFF DOOR OPENER yyGFl --------------- - - -------------•---------•-----------------------, I I ' I I I / , I I I I / O ' O I I , NOTE: KEEP COACH LITES OUT OF BANDING, QUOINS, AND ROUND COLUMNS WHEN POSSIBLE. REFER TO ELEVATION FOR.TRIM.. ELECTRICAL NOTES. UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 38"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 RE IN. ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCIs (ARC FAULT. INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT IN ALL DWELLING UNIT PER 6th EDITION FBCR E3902.16 ALL 15 AND 20 AMP BRANCH CIRCUITS ARE REQUIRED TO BE ARC FAULT PROTECTED. 7. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED INALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70-14. SUCH DEVISES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. S. 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 dBAAT SO FEET, AND .EITHER HARDWIRED OR OF THE. PLUG-IN TYPE. THE EXIT ALARM SHALL PRODUCE A CONTINUOUS AUDIBLE WARNING WHEN THE DOOR OR WINDOW ARE OPENED. 13. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN S' IF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLESTS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24 THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THE 12" FOR STRAIGHT COUNTER TOPS AND 1S" 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 E400214 AND NEC 406.12(A) 15. RECEPTACLE OUTLET IN GARAGE FOR GARAGE DOOR OPENER TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI). 16 ALL PERMANENIT INTERIOR AND EXTERIOR LIGHT Fl RE T BE 1.00% C= BULBS � ' I, I `L) i s✓,4i'�Of a SS ��llll111 P" Ic E XTU S 0 m I u fi g W ,�i 10 ELECTRICAL LEGEND no SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH o FLOOD LIGHT $4 FOUR-WAY SWITCH V $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FlXTURE�- D II—g TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT y ' i DOOR BELL CHIMES (� WP WATER PROOF W/ GROUND FAULT v 220 VOLT OUTLET @___ DOOR BELL ® SPECIAL SERVICES OUTLET DI0 DISPOSAL N❑ T.V. CABLE OUTLET L= DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING JUNCTION BOX WATER RECESSED LLIIGHTING O THERMOSTAT ® BATH FAN Q LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT I C INTERCOM SYSTEM ® L.E.D. DISC LIGHT am GARAGE DOORPUSH BUTTON 1< x w w � DAMS HOMES fi FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE OPTIONAL OVERHEAD SERVICE VERIFYFINAL AMPS NEEDED— Jobinformation: SAME AS UNDERGROUND WITH ELECTRICALCONTRACTOR] €ro 200 AMP SERVICE 200 = 2/1) COPPER OR 4/0 ALUMN. IN 2" CONDUIT a S ` r METER MAIN ISCONNECT 200 AMP A/C DISCONNECT in ' UNDERGROUND" ^ _ SERVICE O # 14 COPPER TO LIGHTS AND OUTLETS. POWER COMPANY •� p TYP ELECTRICAL #12 COPPER TO APPLIANCES AND GFJ PANEL # 10 COPPER TO WATER HEATER # B COPPER TO RANGE IZ Uj G O � 0) N INTERSYSTEM #B TO HVAC BONDING .e m TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO ETTHERI' c'7 o a) APPROVED GROUNDING ROD W/MIN 8 DEPTH Vy b) BONDED TO CONTINUOUS FOOTING STEEL s{G Z d ELECTRICAL RISER_ co �U/) rmnLo NOTE: N.T.S. 00 N Model Name / Number: ELECTRICAL MATERIALAND INSTALLATIONS SHALL COMPLY WITH f 1480 APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. No V Plan Issue Date: ELECTRICAL PLAN rdday, November 20, 2020 SCALE:1/4" =1'-0" V KA PROJECT NUMBER: ALL ELEVATIONS v 20-8520 Y Sheet: Of: N FILE COP o ELECTRICAL PLAN � OF BLOCK 'DO HEAD HGT 00 m FIN. FLR. 48" OFF RIDGE VENT TOP OF BLOCK W'DO HEAD HGT o be ;U El EO 1/2 33 SH FlN. FLR. 25 SH 25 SH (2) 25 SH LITE TEXTURED DECORATIVE 25 SH - - — CEMENTITIOUS COATING RIGHT ELEVATION ftBII SCALE: 1/4" = 1'-0" 48" OFF RIDGE VENT 6 TOP OF BLOCK / / TOP OF BLOCK O 0 FIN_ FLR. 00 'DOW HEAD HGT 1/2 33 SH LITE TEXTURED DECORATIVE CEMENTITIOUS COATING _ _ FIN. FLI 48" OFF RIDGE VENT LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 25 SH 2868 25 SH 25 SH REAR ELEVATION SCALE: 1/4" = 1'-0" LEFT ELEVATION IIBI' SCALE: 1/4" = 1'-0" TOP OF BLOCK BEARING 0 GARAGE V'DOW H D HGT 0 4Hl 1 0 ao Iio (D o in FIN. FLR. 12 X YP. DECO VENT 6 VENT TYP. 16x7 OVERHEAD 8" FRIEZE VENTILATION CALCULATION Formula = SF / 300 / 2 * 144 = net sq Inches of venting needed equally for Intake ioffit product provides 4.12 net sq in /: tidge vent provides 18.00 net sg in /.1 Dff ridge vent provides 138.00 net sq in / Dverhang distance 1.33 ft i.F. of Area to be vented (SF) 2104 s.f rotal needed for exhaust for upper 1/3 505netsginches Total needed for intake (soffitarea, lower) 505 netsg inches Numberof Off Ride Ventsfor upper 1/3 needed 4 ..F, of Ridge Vent needed (canbeused in Combo with ORV) 28 inealFeet of Soffit needed to meet required 92 _meal -Feet of Soffit provided bvolan 160 TOP OF BLOC W_DOW HE HGT c FIN. FLR. 8" FRIEZE) _TOP OF BLO( 6"BAND W'DOW HE D HGT cc c DEC. VINYL 25 SH _ FIN. FLR. L SHUTTER 3068 ENTRY DOOR W/ (2) 12" S. L.'s LITE TEXTURED DECORATIVE J CEMENTITIOUS COATING FRONT ELEVATION I'B'I exhaust u , f�1' IDA,, P „ FLC E38si �SRR �gg .. m M W 0" Q w C4i Q�Nmz° m e G."c aNC m.� qpII a3`o- I i 4 o: w �w 55 Qn ZL9� � � Z13 Q O �Q3g 11122, Wf m M m �@ LL ZN rvp m Q o� Q Q a N V1 YAYW.FDSENG.COM 000 z — Z M 0 0 0 N � J N a — z In " N ,4�j Uu c .72 � .iO J CO (i J _ Soo Ix h % at Q W N o A DAMS HOMES 0 a m FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, MORIDA 32563 PORT ST. LUCIE IVI Job Information: 0 0 z c ° � LID W y= N m N z F--YUm a 0 _I L1J M o J m (n Model Name / Number: 1480 Plan Issue Date: Friday, November 20, 2020 KA PROJECT NUMBER: 20-8520 0 Sheet: Of: 0 FILE COPY 8 ELEVATIONS-B SCALE: 1/4" = 1'-0" SEE DET. TBO3 G.C. TO PR BLOCKING W/ APA RE, FOR SPAN I 7/16- OSS SEE "HIP/F BLOCKING" 20'-0" MAX ** ALTERNATE SPAN RATED 32/1.6 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING, THE SHEATHING 20'-0" MAX THICKNESS IS 16/32".) IF 1S/32" IS USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP SECTIONS a — EQ. O CONITINUOUS BOTTOM CHORD v "X" BRACE E BRACING 2 X 4 MIN. SEE DETAIL TBO4- - - - - )VIDE DETAIL TBO1 801 f0 COMPLY 9 v )OMENDATIONS - - - - - tATING OF - - o IDGE v - - DETAIL - - - - Q Z C V 4 iT — _ 9 x a Q 'v 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. TBOS REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTS I 4 FT. ____________________________________'-, , ; I O3 4 FT. I I T 2 x � , I ------------------------------------------------ 5 FF,. 4 FT. O ' O ' O ' 5 Ell. 4 FT. ,____________________ O Y __ - \ I 4 FT. ----4 -O' - - O ___ O Fi. O 4 FT- ROOF NAILING ZONE DIAGRAM 0 NAILATBASE2ROWS @4"O.C.W/BdCOMMON NAIL ROOF NAILING SCHEDULE:. O NAIL AT TOP, PLATE TWO ROWS@4"O.C.W/aaCOMMON NAIL © NAIL OPENING PERIMETER 3" D.C.W/8d COMMON .NAILING ZONES (SHINGLE AND TILE) @ NAIL ZONE 1: 8d RING SHANK NAILS @ B" O.C. ON EDGE AND 6" O,C IN O MAIL 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 V O.0 IN FIELD O STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 1 Od RING W/8d COMMON NAIL SHANK NAILS) O PLYWOOD SPLICES @ HEADER • NAIL SHEATHING TO HEADER NOTE: W/ 8d COMMON NAILS @ 41" O.C. 2 8d NAILS 3" O.C. TO EACH TRUSS END OR VERTICAL GO O @ @ 7/166" OSB MIN. (SHINGLES) SPAN RATED 24/16 O OR ROOF SHEATHING: (APA RATED EXPOSURE 1) 15/32" OR GREATER MEMBER IF GABLE END COX PLYWOOD (TILE) NOTE: SKI NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2' DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE- PANEL EDGES WILL NEED TO BE ATTACHED TO MORE THAN 1/8•. ALTERNATE PANEL WALL SYSTEM (PREFAB) ATTACH WALL SHEATHING W/ STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW 160A x 13/4' STAPLES 1112" O.C. ON EDGE & 4" O.C. IN FIELD, FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8' 15132R OSB EXPOSURE11 (2)- 2X TOP PLATE 15/32" OSB BEYOND EXPOSUREI SHEATHING SHEATHING PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET u 2x RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM I L J SINGLE NAIL EDGE . SPACING II II II II II SOLID2x tu 1 I II II I I I BLOCKING @ ALL w III III II II 11 I SHEATHING II If II 11 11 1 EDGES (SEE )n III 111 II II I I SECTIONX-X) h= It HII 11I OPENING [1 II I I IF-ir - - - III ifIf I ul III n n u II Ii II II Zx STUDS �❑ rl - _Ir.. III I I II I I I 11 II I I BEYOND. 0 I II I I I 11 I II I - II II I I I SEE PLAN ❑_ 111 IIII 11 II I II II I II 11 11 1 1z II II II II I I JI 11L J ,SHEATHING VERTICAL . HORIZONTAL WALL ELEVATION DIAGRAM "S" = NAIL SPACING /2" -� 2X4 P.T. BASE PLATE BEYOND SEE PLAN 11J z G FL0� a ug i�O$w m Q N 0]LL� 4~q LU �0~ N W LL W LL 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) 3d NAILS 4,_TERNATING (2) 8d NAILS @ 3" O.C. STAGGERED BLOCKING SECTION X-X 'CONTRACTOR TO INSTALL EITHER HORIZONTAL OR VERTICAL BLOCKING AS SHOWN. BOTH ARE ADEQUATE TB13 I WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S- CO NNECTORSOIEDULEFOR: ADAMS HOMES-1480 EIe1. a LOUD 1.1 TRUSS ID BEARING POINT 1RUSS ALTIAL CONNE<TOAID CONNECTORUPLIFT FASTENERS NOTES -UPLIFT D61GN RATING CIA, C3A PEA, OA, ESA ETBA, PEA L/R 365#or Ifts HUA16/MECH -. 1810# (9)10d x 1.1/2" CIP-C3P, E4, ESP, NSP ;l/R -2qS arlMs HIOA/MECH 10400 (18)10d,11/2' (9110d x 1 A00 t/M)fl -:656#orless HETAI6/HSOA/HETA16 1810p/3040#/1810p (18)10tlx111 l/2'.. 910d X11/2 (9)10d x 11/2 A09 L/M/R -1239#or less HFA16 / MSTA21 I HUA16 181001505#/18104 (16)19d x 11/2 (9) Pod. 11/2' AOI.A07, AID-A34, B03-B04, D02-DO3 LIP -836#orless HETA16/HETA16 1810#/1810# (9)10d x 11/2`: (9)10d x 1-1/2' AIS 1/R -2343 por less 21HETAA J(2)HETA16 23659/2365N (101Pod x 11/2' (10110dx 1-1/2" P03 -L/R +1320 N.d oss (21HTS30/(2)HTS20 2365#/23654 IOd x11/2" (10) IDdx 11/2".. PO4,P05 L/R -836#or less H10A/H1DA 1040#/3040# (18)LEE. 1112" 805,D04 CONT BAG -..-190p orl ss „ SEE GE0I DETAIL TRUSS MANUFACTURER BFS- DATE OF LAYOUT: c}}A IEgpTFIMef'TyT{EBg10 L=1FR,R=RIGHT&M MIDDIE BEARINGS BEARING LOCATIONS ARE REFERENCED TO TRUSS MANUFACTURER'S TRUSS DRAWINGS ALL CONNECTORS ARE SIMPSON PRODUCTS TYPP. U.N.O. ROOF CRITERIA -16" OVERHANG @ EAVES U.N.O. -12". OVERHANG @ GABLES U.N.O. -SQUARE C T FASCIA -ROOF PITC� PER ELEVATION -SHINGLE LbbADING 1-1 C TYP. U.N.O. O TYP: U.N.O. c- M Ln #0 C1 3 ,III In LO LLL LO L0 LID, M .— i C1P C3P OI 1 .1 1 O I I I I) P 11 1A JL JL � Go JLI-JL +� ILJ I I II II II II II JIIJ 00 JL JL J O A I I I II I I )I I Vault 10'Flat Clg I Vault II I I III r-----------� I I r--------- I II I it 8-0-0 u II 1--------- II— — — — — — — — 8-10-10 �i I 10' Flat Clg 8-0-0 I II II LI II I — — — — — — — — — _ — L — — — — — _ LL it II I 8' Flat Cig I i I Vault I I 8' Flat Cig II II I 7 VFW Cig C AT ENTRY L2 L2 GE01 S4 a(1) SIMPSON MSTA21 W/ (16)10d x 1-1/2" NAILS AT TRUSS VERTICAL 191 ROOF PLAN "BI - SCALE: 114" = 1'-0" UM SIMPSON - CONNECTOR SCHEDULE USP-CONNECTOR SCHEDULE MARK TYPE CONNECTOR A FASTENERS SPF Sv CONNECTOR B FASTENERS SPF BYP OFRAME TO HETA16 W(9)100 x 11?OR 1810 HTA16W(t0)lOdx 11/L'OR MASONRY HETA20 w/(9)10dz11/2' HTA20 wl(10)10d x 1112" 1585 1870 © FRAME FRAMED H2.S1 W (10)8d NAILS 635 685 RT2Aw/(10)Bd NAILS 616 695 FRAME TO HlOAW(l8)1Gd x11/2' 1015 1440 RT16AW(17)10dx I I1r $95 1020 FRAME H10A-2 w/(18)1pdx11W AT2 FLYTRUSSES 930 1000 RT16.2w/nS)l0dx 1112' AT2 PLYTRUSSES 935 ID60 OFRAME TO MTS12 WA14)10d x 1112"(AT EXTERIOR 8Bo 99A MTW12W(14)10dxl la'(ATEXTERI0 FRAME LOCATION INCLUDE 3) 12d TOENAILS) LOCATION INCLUDE (3) 12d TOENAILS) 1005 1195 O FRAMETO MOT wI(22)104 NAILS AND Se' A.T.R w/ 17 3�0 9886 MUOT15 W(28)10tl NAILS AND SB'A.T.R. w/ MASONRY EMBEOMENTw/SIMPSON •SEF"EPDXY 12' EMBEDMENT w/ SIMPSON"SET"EPDXY 3330 4495 OFRAME TO W520 W(24)10d xt 1! IAT EXTERIOR 1125 1310HETMO FRAME LOCATION INCLUDE(3)12d TOENAILS LOCATIONINCLUDE3)12d TOENAILS 1296 1530 Q FRAME TO r4 HT=w/(48)lWx1 1/7(AT EXTERIOR 2260 2820 3)W w/(48110tlx 112°(Ai EXTERIOR FRAME LOCATOVINCIUDE (6)12tl TOENAL8 LOCATION INCLUDE(6)12d TOENAILS (EA) 2670 3060 HGT-2 W(2) (16)10d NA1LSAND518"AT.R. HUG72 w/(18)10d NAILSAND(2)S8' A.T.R. OFRAMETO MASONRY w/ Ir EMBEDMENTW SIMPSON SET- ID690 w/ 17 EMBEDMENT W SIMPSON"SET 7020 9790 EPDXY 01GT3 FOR 3-PLY) EPDXY (HUGT3 FOR 3-PLY) OFRAMETO FGTR W n B) IW x TSDS WOOD SCREWS 9900 4725 RFUSW(12)W59 WOOD SCREWS AND. MASONRY AND (2)1/2 x5"TTEN HDANCHOR BOLTS (4)319. 6"WEDGE-BOLT 7100 LGT2 W (16) 16d SINKERS FRAME TO (11) n) WX2-1/r ITTEN2 1750 2030 MASONRY SEE NOTE NB BELOW Q FRAMETO MASONRY/ (2) LGT2 WI(32) 16d SINKERS &(14) 3500-M 1N" x 21 W' TTEN(2 PLY TRUSS) 40MM (2) LUGT2 W(32) 1 Od SINKERS &(10) 9100-M 31DOW 3100-M 3240-F 3770F' 1/4'z3"WEDGE-BOLT (2 PLY TRUSS) FRAME OR (281160SINKERS FOR FRAME (EA) OR(32)18d SINKERS FOR FRAME IEA) 3800.E 9FRAME TO MASONRY/ (2) LGT3 W (24)IA" x r BOB SCREWS & M Wr x V TTTEN(2 PLY TRUSS) 473" 65]0-M (2) LUGT3 W (241114"x 212 W825 6 M 7051 OR 5010f 8D60-F SCREWS&14)SB'x5PW9(2PLY1ERUSS) FRAME 16d SINKERS FOR FRAME IEN OR (56)18d SINKERS FOR FRAME (EA) 6480-F 7710F OBEAMTO HU410 OPT HUG410 W(18) 1 Bd&(10) lod G#2880 HD410 OPT HD4I OFW 10d �950 BEAM NAILS U#18% NAILS(ZO)iB0&I101 ©BEANITO HU410 OPT NUC410 w/(18)TITEN Cii; HD410 OFF HD4101F W(20) 1W z X G#3355 MASONRY I IRA" 1234'&(10) 1 Od NAILS UN18M WEDGE-EIMT & (10) 1 Od NAILS U8850 OBEAM TO MASONRY/ HU48 OPTHUC46W(6)10d NAILS 8 G#1540 V2)1M"x 2S4'TTREN MASS G#3000 HD460PT HL46 w/(6)1Od NAILS& G#1625 G#2015 CFO U#980 LV1135 (12) 19' x23M• TAPCONS (TO MAS.) U91030 UNB60 FRAME OR (12)16d & (6)1 Od (FOR FRAME) SYE F SYPHM OR (12)164 & (0)1 Od IF OR FRAME) SYP.F SYP-M FRAMETO 12). HETA16 OPT (2) HETA20 192D 1920 (2) HTAl5 OPT (2) HTA20 MASONRY 1-PLYW 110) 10d x 11/Y OR 2905 2307 1FLY w/(10)10dx11/2'OR 1870 24'f-Yw/(12)16d 2-PLYW(12)l6d 2430 HTSM18 W (8)10tl NAllS AND (p)1/4"x2114" M 1110 HT'WMt6 W (8)10d NAILS AND (4)1M'zi S4" 1145 1225 TO TAPCONS WEDGE -BOLT OFRAME N MASONRY OR HTSM20 W(10)10d NAILS AND (4)1/4'x21N' 9% 1110 OR WWM20 W(10)10d NAILS AND(41 lWxl SP TAPGONS WEDOG•BOLT 1145. 1225 ©FRAMETO H10S wY(9) Sd A 10 NAILS AND (2) 3/8w MASONRY TITAN HO 780 910 OTT2ZW(0)1/4'xi 112-SDS WOOD DTB-TZWI(8)1/4'X1117WSISWOOD © MAONRY SCREWSAND (1)1/2"B A.T.R. EPDXIED w/ 1831 2145 SCREWS AND(1) 1Y2"aAT.R EPDXIEDW 1510 183S SIMPSO4 "SET° (SEE NOTE N4) SIMPSON "SET" (SEE NOTE #4) HIRES W(26) IW x212' NAILS AND (1) SW a FI W(26) 16d x21/2' NAILS AND (1) OFRAMETO MASONRY AT.R EPDXIED wi SIMPSON SET' 4975 5090 5AFB A.T.R EPDXIED w/SIMPSON "SET - 5005 IS NOTE#4 BELOW) (SEE NOTE#4 BELOW) TO FRT4 W (18) 18d lm x212" NAILS A(1) S8' a HTT45 W (18)16d X2112" NAILS AND (1) SOFRAME MASONRY AT.R EPDXIED W SIMPSON'SEr 304D 4238 a 518 AT.R EPDXIED SIMPSON "SET" 41e0 (SEE NOTE" BELOW) (SEE NOTE 141 BELOW) O FRAME FRAMEE H10Sw/(A)lWx11/2"NAILS 786 910 LUBdx1 GTIW 12� 1/7NAIL6 875 1046 O FRAME TO HMI (4)1/"xt NY SDS WOOD 700 700 RT16M w/ (9)1 Od x 1 117 NAILS 8 : MASONRY SCREWS a (5)19W 1/4' TAPCONS (4) 1W IS 1 SIC TAPCONS 1395 1395 VGTW(16) lWx3' SDS WOOD SCREWS OFRAMETO .MASONRY (1)S8'a EPDXIEDwl SIMPSON IM S "SET" 3555 O 4940 WAY EMBEDMENT (2)VGTW 32)'A"OF SOS WOOD SCREWS OFRAMETO MASONRY & M 618"O A.T.R. EPDXIED W SIMPSON 5170 7184 'SET W 12' MIN. EMBEDMENT XO F1FRMWEO VGTw/(16)lWa-SOS WOOD SCREW38 HDW-SD826W(1011/4-41/2"SDSW000 3285 450 MUOT16W32)10d NAILS8 HTT46 W/I18) 6WNAIL881 SCREWS a (1) S8"B A.T.R () 5/8"0 A.T.R. 4100 O FRAME TO 12) HTTS w/ (52) i6tl"x2112" NAIL$ & 43]5 SON(2) MT45 W (52)16:1 x 1/2"NAILS FRAME (1) 5B'B A.T.R. (SEE NOTE#4) .& I1) S8'B A.T.R(SEE NOTE#4) - S (:FNFi41 (`N.INFT:TfIG Nt1TFR 1. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALLS/ BEAMS W(2) 12d TOENAILS. 2 ALL TRUSS TO TRUSS CONNECTIONS ARE PROVIDED BY TRUSS MANUFACTURER, U.N.O ON PLAN. 3 G.C. MAY USE EITHER SIMPSON OR USP CONNECTIONS, SEE FRAMING PLAN FOR CONNECTOR CALL OUT. 4. FOR SINGLE PLYTRUSSE9, SCAB ON FULL HEIGHT SYP#17XV TO TRUSS VERTICAL WEB w/(2) ROWS OF 10d NAILS QF T O.C. STAGGERED. 6. 12' MIN. AT.R. EMBEDMENT P CMU BOND BEAM U.N.O. & SCAB TRL188 CHORDW4'4r2.SYP#2(MATCH CHORD LUMBER SIZE) .1 (2) ROWS 10d@ 4' FROM END &4"O.C. STAGGERED, CENTER AT CONNECTOR LOCATION AS MUCH A8 POSSIBLE. AO MINIMAL CONNECTOR UNO ON FRAMING PLAN 1. CONNECTION FOR ALL ROOF/FLOOR TRUSSES TO MASONRYWALLSI LINTELS/ Cr WALLS UNO ON PLAN 2 CONNECTION AT24"OR 370C PENDING VERTICALS FOR ALL FLOOR TRUSSES PARALLELTO MASONRY WALLS SEE DETAIL FS12I33.1 FOR MORE INFORMATION 3. CONNECTION FOR ALL HIP JACK (CORNER JACK) TO MASONRY WALL$" WALLSILINTELS 4, CONNECTON FOR ALL CWFNUOUS RIM BOARD TO TOP OF MASONRY AT 32- O.0 MAX. W 12) AT EACH CORNER. G.C. TO VERIFY LOCATION DOES NOT CONFLICT w/TJI(IF APPLICABLE) LAYOUT S. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALVBSAMSW(2)t2d TONAILS BO MINIMAL CONNECTOR LINO ON FRAMING PLAN 1. CONNECTION FOR JACK TRUSS TO WOOD WALL OR BEAM O MINIMALCONNECTORUNOONPRAMINGPLA.N 1. CONNECTION FOR ALL TRUSSES TO INTERIOR/DCTERIORBEARING WOOD WALLS AND/OR BEAMS ROOF FRAMING NOTES 1. SHINGLE ROOFING SYSTEM OVER MIN. 7/16" OSB ON PRE'ENGINEERED WOOD TRUSSES AT 2'D.C.S E -0" 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 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 - - - NOTE TO FRAMER --- IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BYTHE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION: FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FDS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 C.M.U. OR ICF WALL 111111 0 METAL DRIP EDGE SEE TYP. WALL 2 x SUB -FASCIA SECTION ALUM FASCIA 2x4 P.T. FASTEN TO C.M.U. W/ 11/2' LONG T-NAILS 0 2'-0" O.C. SECURE J-CHANNEL 012" O.C. CONTINUOUS VINYL ©G.C. SHALL VERIFY SOFFIT MATERIAL CAPACITY T® RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING WII PRESSURE TYPICAL SOFFIT SUPPORT DETAIL 3/4 =1'-0" j ••"""6 + Q b c -+ yL E m i 1 5� ��No�rr�a►ttt(,L��� c I > 3 Q s C E E C ao 'f Eel U pp LD gCg v ® M1 GO j J2 E Q NW$ IA (�mm� 0- P 13 B7�Q o_ N 8 2 Y a B,�gm ¢ o � W m .^. m m oT�eg ZN a eLL a 2 8� a ° N o E g pies_ m o 3 r'po WWW.WSENG.COM ❑ ❑ ❑ Z � Z o N — C14 To N� ETo ti O W b C F N cI ire) m H_ �To U wNE O W L H 4C�0 01 aOC4'om 14 DAMS HOMES g'1 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 d ~ DIVISION LOCATION: v PORT Job Information: ST. LUCIE S y O N� M z c o Y 1-40 a � Ln w > D Go ai Z cI LO R cn m 0) t 0JLLIZD M o JMU)U) LO m N Model Name / Number: 1480 Plan Issue Date: Friday, November 20, 2020 @V KA PROJECT NUMBER: 20-8520 Y s Sheet: /+ — Of: ROOF PLAN B TYP. TIE BEAM WIS000 P.S.I. CONC. W/1 #5 REBAR CONT. $IMP30N SP4 WAS) -106 X 11/2 SIPS OR SP8 FOR 2z8 AND 2X8 WALLS a �d �d LSTANDARD OUBLE 2x TOP PLATE }"ARD HOOKS SEEFOR MORE INFOLLED CELL W/3000ONIC.5 REBAR VERT.ARING WALLEARWALLAME WALL 8" C.M.U. 2"z#2 SYP/SPF P.T. W/ (3) %2" X 8" EXPANSION R ANCHORS OR (6) 3" X 1/4' TAPOONS OR (8) 2 7/8" Fill TDFDNI NAILS 2x BASE PLATE SEE PLAN FOR MORE INFO MS03 FRAME (EXT/BRG/SHEAR) WALL TO N.T.s. 20' MIN. LAP #5 REINF. BAR q #30R#4REINFORCING ?) BAR /e' sa A #4 L4P RPI ICE 25' MIN. LAP #5 STD. 900 HOOK 951 AP SPLICERINFORCING BAR SCALEI"d'-0" ' MIN. LAP 16 REINFORCING BAR W GBA� 96 LAP SPLICE MSO5I REBAR SPLICE DETAIL - GRADE 40 1 N.T.8. I ATTACHMENT RE UIREMENTS SIZE TAPCONS SPACING #ROWS 2 z 4 1/4" X Zak" 12" G.C. 1 2 X 8 1/4" X 2*4" .12" G.C. 2 2 X 8 1/4" X M". 12' O.C. 2 N07E: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. aa ___.___ - _ :PRECAST 2X P.T > BUCKS W/ 1/2" O.S.B. BETWEEN rF i ' FASTEN IT i ' NAILFA TO ; MASONRY IF. DOUBLE 2X NAILER IS USED, USE 1/4"X 41/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED MS11 I 2x BUCK DETAIL N-TS UNTELREAM: 1 COURSE LINTEL BLOCK W/ 1 # 5 BAR & 3000 PSI GROUT, MIN. 25" LAP (ACI 530) CONC. SLAB SEE FOUNDATION PLAN FOR MORE INFO — _TTI NONSHEARWALL SEGMENT TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A Fill CELL EACH END WITHOUT AN OPENING BETWEEN. —FILLED CELL: FILL BLOC CELLS WITH 3000 P.S.I. GROUT ONE #5 0 LOCATIONS SHOWN ON THE FOUNDATION PLAN AND. FLOOR PLAN. MIN. LAP 25" (ACI 530) TOP OF SLAB AbL Ab `tor F I MS021 TYPICAL SHEAR WALL SECTION N.T.S. 8F12-1B FORM & GROUT SOLID Of —#S BAR CONT. RM85 12" LINTEL DETAIL 3/4" O O 03 is LINTEL PLAN SCALE: 1/4" = 1'-0" ALL ELEVATIONS 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, IF A SMALLER LINTEL IS INSTALLED CONTACT FOR FOR APPROVAL. 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32' FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. GENERAL CONCRETE LINTEL APPROVED LINTELS: CASTE-CRETE, QUALITY PRECAST, LOTTS, PROCRETE F=FILLEDWITH GROUT / U =UNRU.m REHAR ATTOP MIN. (1j R QD. R=RECESSED ��pp CtFAR 1�QTY. OF M I OF BOTTOM UNTE Il OF LIMF1 CAMTY i l M. TOP T L NTEWOCK L STOCK Y COURSE F1 1134T k g !OMINAL GROUT QUANTITY OF WIDTH *51E ARAT BAR AT OP OF TBOTIUM NQM NAL 0 LINTEL CAVITY HEIGHT BOTTOM REINFORCING I3 PROVIOm IN USIM (VMIES) TYPF DESIGNATION 8' MINPL WIDTH GENERAL�CONCRFTF�L,INTFI 'NT9 MAT 11 Ss fFNFRAI I�M�1 I AT�N N�C 1. Tc pretest lintelsa 36W psi. 1 P.1da N1 minter head and bed IdStal 2. I'S pesnessed lintels c ONO PSI, 2 Share filled Untals asraqulmd. 3. gmored per ASTMeppCr4e7p61'g = 3000 0.N w/ 3. InaelMtlan of IIM.d moat comlNywph Ue erchaarduml and/m sW clam; drawings. 4. me4rmm 3/8" and 8'tc ]]'slump. A. OUrrals am manufactured wAb 5,V2' long reactors at the aide to accomrnocate b� S. Conerme masonry an s (CMUj Per ASIM C90 w/ ywileal call rdnTorcing and gmuttg. mlHmum net ama compmssNe strength =1900 Pa. 5. NI IlntNa meat eresmed L/980 Veme01 tlefiacpon, axcep lintels 17'-0" aid 6. pabor per ASTM AB1.6 Grade 50. Iongerwi0r a nafnlnM heMpt of e" msa m exwed 4180. . Prestress!m1standpm ASTMMSBgrade S. Bpttan field edged mbar to be located at the b0bW tithe Ilntal osyit. 7. 270 low reMxoUon. 7. 7/52° dlernetaf Wire stirrup, we welded to the Soften seen for eechanical archorell 7/32 M. per ASfM A51O. & Csstlnpeero cptaeM met be pnwload In composo, lintel In Ibu of concrete 8. Mona per ASTM 0270 type M or S. masonry units. S. Sob coed reSnM weed on ration deslRr armtela per ACI 318 and AG 530 10. Amide Praha AM,.l W.15B.1 ML The exbdm spill or tratwe Installed In axtarim owl masonry wa1M efnl hwe e wadng of aWdto applled In accot arm• with AM 0 D26 or other approved cmdrg. 12. Lintels call slhwltaneouely Wfin wxlkai (graft and upliR) and horbolMl federal) leads snoud be CAackxd for cSSdSm loading with Sin folloxfig equation: APWred♦Srb.l load "led horlmntal bad <LO. Safe cancel load Sete horimrrtal Iced o WOO10,�: .: i Je 0 •, 8RF8-0B/ST 8FSOB/1T �" ", BRF1418/1T SKIT-1B/iT �• C OD o 0 0 0 0 E "4 BRF2&18/1T BF241B/1T O O © 81`2816/ST D O SF32 1B/ST 0 HURRICANE ANCHORS (TP.I — REBAR ON BOTH SIDES Or OPENING UXO. PROVIDE KNOCK -OUT BLOCK FOR FIRST COMPLETE CMU COURSE BELOW SILL & FILL SOLID W/ (1) #S BAR FOR ALL WINDOW OPENINGS 0'.6" AND LARGER-- 0 c 0 6 L LD I �t�tttt�tttEdllffl O c r s PLO � *Ass• ASAe'N %?*R� �\ BLS® 6 1 4LL) Z �a a N Saw mN61 W 0 wI 0 y Sal a aA' ri� 6. W ¢E� Zzs' O g a- q o ai7g�w IL WHO M OJ m m Sg z� a L€ °z a y u�9 J r 1 WWW.FDSIAG.COM 000 y Z O — O # Z o Z� a a ri — n Z (4 I Cn (9 To Q) — D" 4- n j W C i OO w N c �Ucm•1E i W L U U av lop Q om jIgo 'v FLORIDA CONTRACTORS LICENSENO.CRC133014B 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 "I LINTEL W/SOOOPSI CONGROUT SHALL BE FLUSH r 4GS SEE GENERAL CONCRETE[WITH TOP Of WALL .q DIVISION LOCATION: JHEDULE FOR REQUIRED :EMEM u PORT ST. L_U C I E HOOK Ej stD. BG mVI Job information: ,• . w th r� 0 RTl dfl nCl:GFF �. r rc e'y1 a. tV 8"z R"x16" CMU U.N.D. SEE F SEE FOUNDATION FOR I PLAN MS01 I BLOCK WALL REINFORCEMENT Lill42 TYP. BOND BEAM e' z 8° x 1611 N LINTEL BLOCK 'O r�t`NI FILLW/3000 P.S.1, CONC. W/1 05 DIA. tO d REBAR occ z 0 SH LO INDICATES FILLED CELL FROM FIG. TO v. c W Y 4) 4) m1 BEAM W1 #5 BAR MIN. m \ (D v / el to f0 m J z mom H`�Um .. c`0n 0) QmJL'I^J�//'1 m o 0 J W V/ VJ LL7 LL TYP. DOWEL 25' n . MOdel Name / Number: MIN. LAP (ACI 530) 1480 VI Plan Issue Date: NDATfON PLAN Friday, November 20, 2020 ATIDN$ VT adKA PROJECT NUMBER: N.T.S. y 20-8S20 a IN Sheet:IN I SROf: � FILE COI" LINTEL PLAN ° 2x6 #2 SYP P.T. W/ (2) W'xS' WEDGEANCHOR O u v OVERHEAD SECTIONAL m DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT W/ WASHER. MIN. 6 PER v TRACK TO JAMB. Y 0 (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" o c "J" BOLTS WASHERS SET IIN € FILLED CELL W/ #5 TYP. FILLED CELL VERTICAL MIN. 5 PER JAMB. o SECTIONAL v o OVERHEAD 8 DOOR ,�ee�y}lfiti9U! r�8xd CONT. o WOOD P.T. #2 SYP2"XIT' a`y.� t20 N n . TRIM o a e ` `A 5 6 c m ` _ .,4 2"x5' P.T. WOOD JAMB 0 t�•O lo DOOR AND CONNECTION PER s •' ••, �.•i ' GARAGE DOOR MANUFACTURER GARAGE SLAB o s� o�O ••••••'•0 't®£SS1 TYP. GARAGE DOOR TRACK MOUNTING DETAIL ° o v a o LL 2 n v MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. a 0 T E E E°8 a .N,00 g5 f ' m •NV+ @ ES�a3 �Q Q b ,p J J m ,SQL y W W (!VON E$&u Dx� WNmZ W �yy'mM_E o m a g .g gs /R QCm,LL� W (n ° m a IJI BLOWN -IN R-30 INSULATION PER FBC ¢LL P "5 Z_ AND ENERGY FORM SUBMITTED WITH me - BLOWN -IN R-30 INSULATION PER PERMIT APPLICATION PROVIDE BAFFLES AT EAVES (FOR VENTED ATTICS) i2 c T € ," 5 _" 10,9 m ° m 0 p m III m LL FBC AND ENERGY FORM SUBMITTED"_ 12 WITH PERMIT APPLICATION FIBERGLASS SHINGLES IO) TILE ROOF PER ELEVATION ' SEE PLAN TLROOF c 5 $ a zm fx d o PROVIDE BAFFLES AT EAVES OVER APPROVED UNDERLAYMENT Ba 2 V j SEE PLAN (FOR VENTED ATTICS) PRE ENGINEERED WOOD PER FBCR 905.1.1 OVER APA RATED SHEATHING v c - � F 5 www.Fusenacom ❑ ❑ ❑ FIBERGLASS SHINGLES OR TILE ROOF (PER ELEVATION) TRUSSES @ 24" O.C. NOT (SEE STRUCTURAL NOTES STRUCSTRUCTURAL i FASTENED TO TRUSSES PER ROOF m +n UNDERLAYMENT z (D OVER APPOVED ' PER FBCR 9051.1 OVER APA +'. I - LS NAILING SCHEDULE) _m _ O o ._ + + TRUSS ANCHOR (SEE PLAN) E Z N RATED STRUCTURAL SHEATHING PRE-ENG. WOOD (SEE STRUCTURAL NOTES -J' '` ''- SEE PLAN FOR — - — - BRG. HT. Z TRUSSES @ 24" O.C. FASTENED TO TRUSSES PER ROOF , a _ NAILING SCHEDULE) + TRUSS ANCHOR (SEE PLAN) 112" DRYWALL FELT PAPER OR • ' ETAL DRIP EDGE 16 ` J/'�) — z i TO BE INSTALLED ON OUTSIDE TRUSS PLATE 3/4" P.T. NAILER 2X SUBFASCIA 8 �. +. N t11 (% m -6 FACE ' - k _ _ _ _ _ _ _ _ • r SOFFIT. SEE ARCH. a _ _ _ 1/2" DRYWALL PLANS m W O M -*-METAL DRIP EDGE 112" DRYWALL CURTAIN NAILER A 8 x 8 x 16 K.O. A 1 x 4 P.T. @ WINDOWS LINTEL BLOCK U U m` w O ccm CONNECT ALL 2x STUD 2X SUBFASCIA 1 x 8 P.T. @ S.G.D. h O,H, W/ (1) #5 DIA. REBAR & n o 10 gm TO TOP PLATE WITH (4) SOFFIT. SEE ARCH. " SEE ELEV. 3000 FSI CONCRETE " "U" f0 M U w CISE �` � I,d�> 16d TOENAILS PLANS PRECAST LINTEL " SEE SCHEDULE o "' O OD - 1/2" DRYWALL _ SEE PLAN FOR HEADER SIZE u 4 �l R U N ro Q -, N O tlm0 4 iW, DAMS HOMES QPTICk5/32" O58 EXPOSURE 1 ON O.H.HW/ ALL EDGES BLOCKED. - MAXIMUM OF (3) - 2X PLATES MAY BE EXT, WALL i SEE ELEV, SEE TB73 FOR NAIL ATTACHMENT. ADDED BELOW THE HEADER W/ EACH (OPTION) STAPLE: i6 TA 1 ME f o PLY ATTACHED W/ (2) ROWS OF lfid STAPLE @ 2" O.0 EDGES AND FIELD. NOTE: 44" MAX. SILL HGT. ON n� FILL CELL -(1) #5 DIA. ' g' FLORIDA CONTRACTORS LICENSE NO. CRC1330140 NAILS AT 8" O.C. ALL BEDROOM WINDOWS. „ REBAR 3000 PSI N 3000 GULFBREEZE PARKWAY " CONC. ALL LOCATIONS AL a SHOWN ON FOUNDATION GULFBREEZE, FLORIDA 32563 VINYL FRAMED WINDOW w/ SCREEN " & FLOOR PLANS t (G.C. TO VERIFY W/ FLOOR PLAN N DIVISION LOCATION: PORT ST. LUCI E LOCATION OF OPENINGS IN u EXTERIOR WOOD WALLS. IF NO OPENINGS ARE INDICATED, FULL Job Information: STUDS ARE REQUIRED). NOTE; 44" MAX. SAL HGT. ON a ALL BEDROOM WINDOWS. —VINYL FRAMED WINDOW �' W/SCREEN WINDOW STOOL 0 T CEMENTITIOUS DECORATIVE rl PER SPECS n PRECAST CONC SILL FINISH 7/8" THICK PER ASTM C-926-98A PAPER BACKED FOIL R-4.1 H r- O INSULATION AT CMU BLOCK WALL 2X STUDS (SEE FLOOR PLAN FOR PER FBC AND ENERGY FORM EXTERIOR FINISH - 1/2" DRYWALL MORE INFORMATION). SEE 7B33 SUBMITTED WITH PERMIT (SEE ELEVATIONS) c o z 'D ,..I ON SHEET 6 APPLICATION INFORMATION FOR WLL FIG. DOWEL #5 DIA. REBAR l x 2 P.T FURRING v Uj N O R-13 INSULATION AT EXTERIOR SHEATHING. 17" IN CONCRETE - 25" Y ` a� M WOOD FRAME WALL PER FBC P.T. 2X #2 SYP. BASE PLATE SUBMITTED 1 x 4 P.T. EXTEND (ACI 530) ABOVE BASE NAILER '� > +�' m 3 AND ENERGY FORM w/ 1/2 x 8 A.B. (OR 1/2" x 8" TITEN SLAB. ALL LOCATIONS SOWN v � U m WITH PERMIT APPLICATION HD) w/2" WASHER AT 32" O.C. MIN. 6" FROM END - SEE WS07 WOOD BASE ON FOUNDATION PLAN .. 01 a) a WOOD BASE— FOR TERMITE SHIELD — —� SEE FOUNDATION PLAN FOR CO O 0 SEE FOUNDATION PLAN FOR SLAB INFORMATION TOP OF SLAB STAB INFORMATION TOP OF SLAB -,.. — - — ' — ,^ LO LL m V / L w VT Model Name /Number: - TLC_ G GRADE 5 1480 .I i N IssuDate: PlaFndaye CLEAN - 3 w iv O °i' SEE PLAN FOR , RE -BAR QUANTITIES '-' NOVember2Q 2020 � ,-1 COMPACTED FILL t z SE PLAN SEE FOUNDATION VI KA PROJECT NUMBER: 20-8520 SEE FOUNDATION PLAN 16"e FOR FTG REQUIREMENTS PLAN Y 0 NSheet: S_w Of: WS02 TYPICAL WALL SECTION EXTERIOR FRAME WS01 TYPICAL WALL SECTION - 8" CMU 3/4"=V-0" TYPICAL FRAMING DETAILS o N W p@p 6 9 R NyW s O O N h n 3 v v xXQ %Jiiul) 11 tfT fs o �`��� t 1 F • SE � 'r LU c eU'LS�SgP o` y PROVIDE 2BLOCK O OUT T 2 ROWS 12d @ n i ,• 's1`�,,��~~ TOP PLATE ATTACH w/ 3" O.C. OUBLE 2x4 c p (2) 12d NAILS O.C. TOP PLATE Z '. STRUCTURAL SHEATHING (SOLID BLOCK w/ 2x6) 7/16" MIN. NAILED W/ 8d 4e•tiI/,y c' COMMONS @ 3" O.C. @ 2x4 STUD v LL ` \ EDGE & 6" O.C. FIELD RUN PER PLAN 2x4 BEYOND AGAINST 2x8 STUDS 8 FULL SHEET FROM OF SPLICE BOTTOM OF FALSE BEAM NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OUBLE 2x8 S' SEE GE05 FOR �` \�` TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. TOP PLATE \ STANDARD � I SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD m GABLE END �` I �l (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN E FRAMING T` I\` TOP PLATE W Sd 2 1 2" x 0.131 NAILS (SIM. w/ 2x6 m co *NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) 2x4 w/ 2 ROWS OF _ g W00 12d NAILS @ 3" O.C. 00 TOP PLATE TRANSITION $ u� ` ` z PIPE OR DUCT W/ OUBLE 12d V g -g pp O �-,Bg PENETRATION THRU TOP SPLICE a m g M 0nm 8 a I+ +I y TOP PLATE w/ MORE 5 p Q a a LL! ui o THAN 50% OF TOP ROWS 12d r n a m 2X TOP PLATE TO I o PLATE WIDTH INSTALL @ 3" O.C. Oa=�mo zz W$mR ¢0 11 GABLE END W/ 16d J SIMPSON PSPN516Z ` NAILS @) 6" O.C. j a w/ (12) 16d NAILS TYP. y1° ° 5 W S ^c °p m 1 •� TOP & BOTT. + OTTOMSPUCE -u� NOTE: @ALL EXT. CONDITIONS ATTACH 2x STUDS o. g B L9 w 2 ° a °d TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. OVER STUD SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ ° s $5 wwW.Eo,ENs.COM 1100 2X4 STUDS @ 24" O.C. (1) SIMPSON 112.5A CONNECTOR @ EA. STUD TO W/ SINGLE BASE &TOP TOP PLATE W 8d 2 1 2" x 0.131 NAILS m PLATE W/ SHEATHINGLYWOOD * NOT REQ'D. WHEN QT SYSTEM IS APPLIED Z m O o COVERING NOTE: s Z N PLATE LENGTHS MUST BE AT Q a+; LEAST 8'-0" LONG. TYPICAL �V�/J J GE15 FALSE BEAM AT GABLE END N.T.s. WF17 TOP PLATE SPLICE DETAIL 3/4"=1'-O" (� c Z N 41 m � E p c' N S L O W 0 O ` ,V) u J m a e w N EXT. OUT BEAM TO SUPPORT F WI�iN� ro TRUSSES IF SPECIFIED ON PLAN '® = w v N ,------------- SIMPSON HUC410 _ _ _---- N BUCKET SEE ROOF PLAN FOR MORE INFO ; ; 21 ol o m 44'....0 * CRIPPLES MAY/MAY NOT BE PRESENT. " VERIFY HEADER ELEVATION SEE ROOF PLAN a AFOR BEAM SIZE DAMS HOMES Q � u (2) 2 x 4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x 6 LAMINATIONS W/ (2) ROW OF STAGGERED 10d ROWS OF STAGGERED 16d ROWS OF STAGGERED led COMMON WIRE NAILS COMMON WIRE NAILS COMMON WIRE NAILS (D = 0.148', L= 3"j OR EQUAL OUTSIDE FACE) 80', E INTO EACH OUTStDE FACE) (D = 0 ^ LH3-1 2") OR EQUAL (0=0 162". = 31/2") R EQUAL HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL JACKS KINGS JACKS KINGS SIZE EA END EA END EA END E'A END LESS THAN 4' (1) (2) (1) (2) >4' BUT <9' (2) (3) (2) (2) 10'-0" - 16' 3 4 3 4 HEADER ANCHOR ' NAILED TO TOP PLATES, &CONNECTION INFO HEADER &JACK FLORIDA S ORIDA CONTRACTORS LICENSE NO. CRC1330148 HEADER SIZE N0. &SIZE OF SEE FLOOR PLAN —r16- SEE ; c 3000 GULFBREEZE PARKWAY &GRADE EACH RAFTER _ ; FOR COLUMN SIZE & 5. GULFBREEZE FLORIDA 32563 `------ -- --- BASE CONNECTION INFO ---------' t BEAM SIZE R (2) LSTA 30 OPTION A 6 DIVISION LOCATION: 1/2" OSS FLITCH PLATE NMFc, SEE FLOOR PLAN FOR REQ'D ONLY WHEN INDICATED PORT ST. LUCIE 1) ADJACENT NAILS ARE DRIVEN FROM 3) FOR 4 PLY, PROVIDE I/4"DIA. x51/2"LAG OPPOSITE SIDES OFTHE COLUMN. SCREWS OR EQUAL(SFACE AS SHOWN FOR 3PLY) COLUMN SIZE&BASE ON BEAM SCHEDULE/PLAN v Job Information: 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NOS SECTION 15.3 FOR LAMINATION. ADDMONAL INFO. SEE SCHEDULE 2X CONNECTION INFO THE THICKNESS OF THE LAST SP2P26"O.C. W/ STYP. SIMPSON AND BOTTOM 2-ROWS 12d NAILS SECTION A -A a WF37 TYPICAL COLUMNS DETAILS N.T.S.TOP EACH 12"O/CE SCALE: * WHEN STUD LENGTH FACE OR 3-ROWS At3 IS LESS THAN 12" USE 12d NAILS STAGGERED u LSTA30 STRAPS AT EACH @ 12" 0/C FOR 2 x 10 STUD WRAPPED OVER OR GREATER HEADER A A N O FILL 1ST. 4 TOP PLATE & NAILED m 0. FOR OVERHANGS GREATER THAN COURSES TO HEADER EACH SIDE SEE PLAN FOR ? O 1 1/2" CONTACT FOR FOR SOLID W/ GROUT. (NO FILL ALL HOLES IN DOUBLE 2 x #2 - - • ., TOP OF BEAM c Z .-1 FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) STRAP S.Y.P. HEADER W/ 4 p a Ul ITCH PLATE 1/2" FLITCH ROOF PLAN cuj N SOd NABS @ HEADER. (U.N.O.) FOR BEAM SIZE & INFO.,g y Tq m 8" O/C TYP. -CONNECTION \ / M FILLING AND BLOCKING AS 10 3 0 DOUBLE 2 x 4 REQUIRED FASTENED TO 16 J U D. CRIPPLE STUD HEADER W/(2) ROWS SEE FLOOR PLAN FOR m 7 JM L'I^..I m a TYPICAL (U.N.O.) OF 12d @ IS" 01C UNLESS COLUMN SIZE & BASE $ O LO LL NOTED OTHERWISE CONNECTION INFO N J 03 U) V!'^ F.F. V Model Name / Number: 2 x 4 STUDS TYP. OVERHANG ,' �• ; •:' ; •:' ••�+ •v.y '•r.• •'� SIMPSON HTT4 W/ (18) ui 1480 16d NAILS & A 5/8" «' ••'•• �. ``' EXPANSION ANCHOR •0. vF Plan Issue Date: ��• �• a ; W/6" EMBEDMENT U.N.O. OF OR81/2"AT GARAGE . 0 • Friday, NOVernber20,2020 G STEP DOWN g V IiA PROJECT NUMBER: FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" * * HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING P.T. BOT. PLATE ,----SEE FOUNDATION p? AA pSAo GV'O G WALLS WITHOUT UPLIFT .•� PLAN FOR MORE INFO s NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ'D. Of: oSheet: N�{/ S—/� MS18 RETROFIT WALL OVERHANG DETAIL N.T.S. WF09 WALL HEADER DETAIL N.Ts. CD11 COMMON BEAM ATTACHMENT N.T.S. FILE COPY S TYPICAL WALL DETAILS *DIAGONAL SPACED AT 20'-0" O.C. MAX SAME SPACING AS BOTTOM CHORD LATERAL BRACING - DROP GABLE END TRUSS & 2x OUT LOOK RAFTERS FOR OVERHANG GREATER THAN TO BE LESS THAN - 12". ATTACH 2x OUTLOOKER @ 24" O.C. TO TRUSS WITH FOR OR EQUAL TO 45° S REQU O.H.UNDER SPACE OUTLOOKER BLOCKS @ 24" O.C. NO STRAPS REQUIRED. MINIMUM 2"x4" - - WALL AND ROOF 8d NAILS @ 4" O.C. SHEATHING, SEE TB13 CROSS BRACING { �` -- " 2x4 SYP BLOCKING FOR SPECIFICATIONS (SEE PLAN FOR - "- -'-� BETWEEN TRUSSES @ 48" O.C. MAX. FASTEN TO EA. 9x4 SYP I FIRA - FOR LOCATION) BLOCKING TRUSS w/ 3.12d NAILS EA. GABLES 3'-O" TO 5'-11" TALL. END 9x6 RYP I BRACE FOR ". 2x4 SYP CROSS BRACE LES L TALLER. -- ` APPROX. 8" FROM RIDGE ATTBACH RACED THEN 48" O.C. AFTER. NAIL W/ D.C. 12d NAILS @ 4" 0. 3-12d @ EACH FEND & ® . N - -- CROSSING AT 45 ANGLE. GABLE TRUSS (NOT REQ'D WHEN GABLE IS AT 4'-1" OR SHORTER) O °+ BRACENCONNECTOR FROM BRACE LOCATION. FASTEN 0 CONT 2x4 SYP SPANNING (4) TRUSS BAYS (8'-0") NAILED DIAGONAL BRACE TO SILL PLATE w/ 10d @ 3" O.C. ' w/ 312d TO CHORD (MIN BLOCK PLATE NAIL GABLE TRUSS d PE)R JOINT 1ST 4 BAYS) TO TOP PLATE w/ p, - 16d NAILS @ 4" O.C. or CONTINUOUS LATERAL BRACING- : _ 2x8 .T.PLATE AT 48" " ANCHOR BOLT 4 BAYS - AT 48" O.C. MIN. `o NAIL OVER X-BRACE AS SHOWN• KNOCK OUT COURSE CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. INSTALL BLKG. AT TRUSS WEBS - FOR NAILING X-BRACING 2x4 SPF ORMASONRY WALL $ SYP W/ (3) 12d @ EACH TRUSS WEB m ROOF SHEATHING, SEE FOR ATTACHMENT NAIL TOP OF "T" TO GABLE4OF F�q&:nStitttt yf� 2f TRUSS w/ 2-12d AND 1Tti13 SIMPSON HS w/OVER JACK TRUSSES, SEE 10-10dx11/2" NAILSPLAN. o- >< 5 TB01 TYPICAL CROSS BRACING DETAIL N.rs. TB02 TYPICAL CROSS BRACING DETAIL N.T.S. @ 48FASTE D.C. wl/ 8 1/4"xl 1/2" 3 Q �d\``�``a��R . ••• ,jib SDS WOOD SCREWS GABLE BLOCKING w/ 2-12d TOENAILS N J. �" r1.S OVIDE 2X4 MIN. BLOCKING AT END TO TOP PLATE /BEAM TO GABLE TRUSS w. 2-12d t", ''.� tGCCr rL0 " C4 NTER LINE OF HIP/RIDGE, TYP. FRAMED WALL OR BEAM AND 1-SIMPSON H8 w/ E Q' , w TWEEN TRUSSES W/ (2) 12D BELOW, SEE PLAN. 10d x 1 1/2" NAILS ,, e $ O w Z ILS EACH END TO TRUSS TOP @ WOOD FRAMED WALL @ DUTCH GABLE ORD •''•. F 4d . r 3�y� .• "ems RaF G �; �,4 RUSS ALTERNATETOBLOCKINC PRE-ENGINEERED VERLAPTRUSSBRACING GE01 GABLE END BRACING N.T's- � E Hof®� ���� ttePtttt66{tttlet tE WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP ce TRUCTIRAL PACEZ __ G.T.SHEATHING m I>ADD 2X4 ALONGS 2X4 SYP*2TOP cRIPPED CHORD WHENAILTOTOPCHORD `3 LLTO PREVENT SHE---- OF HIPPED TRUSS W/ 2SPAN FROM EXCEHIP 12d NAILS @ 6" O.C. MAX 24" SPAN (EG.TSIDE OR BOTH IF 0 T N (2) 12D NAILS ROOF MINIMUM (3) 12d PER JOINT MINIMUM 2"x4" SPF OR " AT 12" O.C. MAX SHEATHING SYP TRUSS BRACING eN m "' 'T dr0 * SPACED AT 10'-0" MAX 5 g 8g W SEE PLAN m u 4k 8 b '" a `+ m I Lo 2X4 BLOCKING BETWEEN TRUSSES HIP TRUSS o &�p° .915$ -A �E�AA L s o h�zgg o_�a; r gal I3° f o q§og W��m m a TB03 HIP /RIDGE BLOCKING DETAIL N.Ts- T604 TRUSS BRACING OVERLAP DETAIL TYP N.T.S. a 2 ¢ CD LL 82 2 G g.W .F ❑ El 11 m r WWW."LNG.COM Z �_ 8 :5 W Z ry o Z Y TRUSS NOTES: J N 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND *15 Z BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT CONSTRUCTION LOAD SHOULD BE LIMITED N ` IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS v �]M TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS, NO EXCESS CONCENTRATION OF ANY MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANYONE AREA THEY SHALL BE SPREAD OUT m m y w t CONSTRUCTION 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 W U C N l.% , LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20%0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 342d NAILS AT EACH TRUSS INTERSECTION. 0 w 2 CIn ���U(--���ol.. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT m G M = 1'J —��—`� ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALLTRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS o w M p o L 00 SHEATHING — LJ 00 N O 3 T04TRUSS x4 AS SHOWN ALTERNATE C Q N O bOd �� .. TRUSS SPACES DIRECTION RUS A DAMS HOMES •• o FLORIDA CONTRACTORS LICENSE NO- 46 NAILS VERTICAL SCAB 2x6 #2 SPF 48" O.C. SEE (2}JEA W/ (4) 12d TOP & BOTTOM OR H5 TRUSS OR HCLR/LL IN PLACE OF (4) SOD SECTTION TO TRUSS 3000 GULFBREEZE PARKWAY REQUIRED RAFTERS GREATER THANE'-0° SEE STRUCTURAL NOTES AND NAILING � GULFBREEZE, FLORIDA 32563 SEE PLAN ouBLE TOP DOUBLE PRE-ENG. TRUSS PLATE SECTION B-B TOP PLATE SCHEDULE FOR SHEATHING DLTALS� ~ DIVISION LOCATION: Ak VARIES W ROOF PORT ST. LUCIE 2x STUD WALL sEE PLAN / Jab Information: CONV. FRAMED RIDGE MAY BE NAILED w/ MIN. VERTICAL SCAB 2X6 #2 \ 2X4 SPF BLOCKING / \ m d WHENIT L (4) 12d WHEN IT LANDS SPF 48" O.C. W/ (4) 12d \ BETWEEN TRUSSES \ NEXT TRUSS 2r$ BILKING, NAILED @ EACH TOP & BOTTOM OR H5 OR \ @ 48" O.C. MAX. \ / SIDE W/ (3) 12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12d REQUIRED w/ (2) MTS12'S REQUIRED @ RAFTERS GREATER \ / \ \ / p N B THAN 8'-0" 2X4 SPF BRACE \ \ @ 48" O.C. - NAIL w/(4) \ COLLAR TIE \ 12d AT EACH END & ri EVERY 3rtl RAFTER \ \ ALTERNATE DIRECTION \ t° r O SHEATHIN \ M � O- 2X4 BLOCKING BETWEEN OB BEVEL CUTS \ Z O C NLO TRUSSES W/ (2) 12d NAILS (OPTIONAL) i /' @+ EACH END, CONT. EACH BAY D TB 2X4 SPF W/ (2) #7X31/2' / TRUSSES -o Gam) 6) ALTERNATING DB WOOD SCREW EACH TRUSS OR H5 @ 48" O.C. SEE PLANLIJ M CO BLOCKING PRE-ENG. TRUSS M c CONT. ROOF SHEATHING AT TRUSS TOP \ / / / M 0) O_ STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP. \ \ / / — W �Lo SEE PLAN FOR CONNECTION SIMPSON A34 OR \ \ / 5 O 10 B (USP MP4) @ \ \ / o 2X4 P.T. BLOCKING 8ETVJEEN DIAGONAL WOOD 2x8 #2 SYP RIDGE BEAM �' 2'-O" ON CENTER 2X4 SPF BLOCKING TRUSSES W/ (2)-ZZd NAILS @ AT g•-0. TRuss EACH END MAX .)(-j(• 2xfi RAFTERS @ 2'-0"O.C. \ ^ / BETWEEN TRUSSES � N Model Name/ Number; MAX. W/ (3) 12d COMMON Y @ 24" O.C. MAX.w/ \ / \ TOENAILS TO RIDGE BEAM WALL BELOW 2x4 RAFTERS FOR SPANS LESS THAN (3)12d EA. END (TYP.) / \ 1480 (SEE PLANS FOR TYPE) 4 FT @ 2'-o" D.C. MAX W / (3) 1DD CONC, MASONRY COMMON TOE NAILS TO RIDGE BEAM SEE PLAN . Plan Issue Date: 2X4 CONT. AT STEEL OR WOOD T & B CHORD BEARING SUPPORT 1/2" SPACE b' Friday, November 2020 TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 0 V KA PROJECT NUMBER: @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING SEE PLAN FOR MORESHEATHING ° INFORMATION Y 2n -85e20 V 2x4 S.Y.P. @ 16" O.C. a o Sheet: Of: N Q ROOF FRAMING TBE.S..r. 06 BLOCKING AND CONVENTIONAL FRAME DETAILS N. TB15 EXTERIOR NON BEARING WALL DETAIL Ns. COP i AND BRACING DETAILS Madmum Fawner Spacing (Jambs, Head and Sill) Wall Framing: #25prua/Pine/Fir Or Bear 0 6" G 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. 99 SPA EVE 6" 6" SINGLE DOOR SINGLE DOOR W SIDELITE FIG, 6„ 3„ b. . 3w 3„ 31r 3" 3rp III III E I im I 11,3�"3 6" 6" DOUBLE DOOR W/ SIDELITES )A /E B ;^ 6, SPACE :VENLY '" E SINGLE DOOR W/ SIDELITES DOUBLE DOOR N SPACE EVENLY Ili 8�i Oock Sava 7" daces to use in Sthlwrw ve "ry ,.mnw- e SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE (REQUIRED AT ALL LEVEL VALLEY VERTICAL WALL AT ENTRY TENURED, PAINTED EATER. WALL FINISH SHINGLES 6" X 6' H GALV. NAIL SHINGLES W/ IL OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. v., OE°" \ e � E w+s" 6ca`0e 79. ASPHALT BASED SEALANT APPLIED BEHIND FLASHING AND EXTENDING A MINIMUM Orb" ABOVE VERTICAL RISE OF FLASHING AT KNEEWALL FLASHING DETAILS NOTE: THIS DETAIL IS REQUIRED FLASHRVG AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS, FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION INSTALLATION OF BUCK BUCK STRIPS- 2x (DEPTH OF WIDOW AND/OR SGD FRAME MIN.) GLUE STRIP W/ ADHESIVE SEALANT & SCREW w/ 3/16" x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATION OF WINDOW ATTACHMENT N.T.S BUCK STRIPS - 1x4 (DEPTH OF WOW. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS 1/2" DRYWALL FLAT HD. "TAPCON" SCREW THRU THE W'DOW FRAME INTO MASONRY JAMB MIN. 4" FROM END AND MIN. 16" C.C. 1/8" SHIM SPACE EXT. FINISH OD 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 m LOCATION OF BARRIER TO BE 1'-0" IN FRONT OF MECH. OR APP. WHEN REQUIRED t 1/2" MIN. EMBEDMENT 2X WOOD FRAME BY OTHERS •® 1.11001) 9CIREU1 4" DIA. CONCRETE SHEATHING FILLED PVC. PIPE. BYOTHEaS CAULK BETWEEN " FIN &SHEAT'HING O EXTERIOR Ir TOP OF SLAB FINISH:::I:�4 srDISTAPco BY OTHERS FTJ PERIMETER 1/4" MAX. CAULK SHIM SPACE - - - — BY OTHERS pQ Z I -II -li ° I O.A. WINDOW c I I III- II ' I HEIGHT i Ir - If I ° ° d °I z I 16" MIN. DIAMETER EX'1'ERIOI't INiEATOR CONCRETE FOOTING I I rA 1 PROTECTION BARRIER DETAIL TYPICAL FRAME OPENING N.T.S. WINDOW INSTALLATION N.T.S R9052.9.a DRIP EDGE •NOMOE DRIP EDGE AT EAVfia AND GABLES OF 'HINGLE ROOFS. OMW AP TO BE A MIN MUM )r An (76:m). SAVE DRIP EDGES SHALL=No win BELOW SHEATHING AND EMEND BOX ON THE RODF A MINIMLM OF Zr. DRIP EDGE AT EAVES SHAL-BE PERMMED TO BE NSTAIIID EITHER �VER OR UNDFfl THE GNDFRI AYMFNT. F NSTNLED ']\'ER THE LNDERLATMENT, THERE SHALL BE A MINIMUM Am W OTH OF ROOF CEMENT,NSTALLED OVER ]HE DRIP EDGE FLANob, URIP EDGE 9HA-L BE VDAIAMCAU-Y FASTENED A M OONIUM a=12 r ON CENTER. WHERE THE Vaad AS DETERMINED N —1 6uINaws BRaitr Fixed Yiew V*Idw Cf Pln may #lOX Screw wmmG,n Penetrafion 1 3/8" Cfoes Seo ion View Mnimum Bilimne ENedor Sheathing • You may wait To predrill the installation holes in the fin at this time. Ctimigard Aa Aexhed holes 07 Me mounting, Nn as dw are notneveas0 Step 2 Apply a generous bead OfSHldoa to We backilde of the mounting fin. Use eraugh discos to sdfiderNy fill all wldS between the fin and the wall sheathing. Step 3 Insert Me window aW the opening from the oididle. The window K labeled "Imlde" and "outlde, but if these abets have been remrwed, the glazing bead should always be W the Inside of the Warding. Step 4 Install slims underte Pill, adjusting Cleo until the unit b oun s in the opening. Sham should be Matalad under the all away 2 feet. The window shad be basically intend in Be opening width no male than 1/4" gap between to window and wall frampli. Step S later a#SOX 1-1/2' Mew 4' from thleconer tithe fin at each end of the NEW, sill and both lambs, Step Install to remaining fasteners in a"incremens from the corer saewP to the owner M each frame member. Use amnot bo0WW- tightenthe same;and pull man through the fun. Also, make sure the saws go in straight and do not am to fame to bow. Wallfrarning should be a On mumof #2 Sprum/Pmelnr. Fasteress should be #10 screws of sulfidentlength to achieve 1-318" plaxtration M the well and roleas than Ur from of turning. Step 8 ❑desired, a foam insulatm an be applied to" imador gap between file window and wall Ranarg. It applied, Mls mustae Ifte NON EXPANDING TYPE FOAM. Step 9. Since these windows amtypfally used in rooms with nigh mdsture, Is; bathrooms, It Is moommended that the Interior gap between the window and wall Taming aim be salad with sillume and aided seas not to Interfere wb the Installation of wallboard, file or firm, Step 1D once all construction Is complete, remove to bubble wrap from the bride ant aide of the window. Ifnecessary, dean the rods; with a mild detergent and warm water using asof doh. Failure to follow these procedures will void any and all warranties. `\ `\\\\\�ieO A ,r\QF CA \ ti tl '•., F LO sv✓JlyfeI ?aFE SSta GENERAL NOTE: E 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. m 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH.° 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. v le $ g F 0n m o get$ a SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION AND CALL OUTS. agm m` ro s a 22 Product Approval Submittal Affidavit ® 20-60 � Of o �aaa� „ o Building Address: Contractor: a )ten wg�nj GOo Building Permit: o � g o 68 W BE J Product Design Manufacture Model # Attachment Approval #3� Pressures Method wis � a 13 WWwTDG NGDDM D ❑ Roofing: I�7, l ') Z g 1st Choice DADE COUNTY APP. IKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING FL7006.1 R-10 ROOFING VENTS: ROOFING UNDERLAYMENT: 1st Choice TAMKO BUILDII PRODUCT 2nd Choice Overhead Garage Doors: 1st Choice +30.0/30.0 CLOPAY 2nd Choice +30.0/-32.0 CLOPAY Swing Doors: 1st Choice +67.0/-67.0 THERMA TRU{ FIBERGLASS D 7nel Chnice +67.0/-67.0 THERMA TRU{ noannh ncc n NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. W/ 3/8- MIN PENETRATION THRU SHEATHING Z ell _o Q �37 Z N P J ' `� 4s M00 FASTEN WITH 11 GAUGE GALWNIZED RING SHANK ROOFING NAIL, FL21580.1 R-1 '..., `-rid a vent" p E w c W a o a m u wO c tL l c m V ra H- ' 2 U—NEo kxg6 KO No. 30 ASPHALT -SATURATED ORGANIC F UNDERLAYMENT SHALL BE APPLIED AND ATTACHED IN ACCORDANCE WITH R905.1.1 FL12328 -RS = 00in = r U Y o Q 2"116" P.T. WOOD JAMB WITH FL16546.1 16tx 7 (5) 1/2" DIA. x 8" "J" BOLTS c 'o v Q till o °° 53W5 FL15279.36 8 x 7 c°� HOMES 9 c - DAMS .AZED SWING 2X BUCK ATTACHMENT TO BEATTACHEDWITH 3/16"X3" FL20461.1 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL f0 9 USH FL20461.19 ITSWING BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM 4 1. 3000 GULFBREEZE PARKWAY TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. m THEREAFTER. (TYPICAL ALL 4 SIDES a 4) GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: 1st Choice 1+0/-146.3 The Tapco Group 7" Staggered Shakes VANIZED STEEL ROOFING NAILS 1A/zl1 LONG WITH 1/8" DIA, ON EASTERNERS ARE SHANKS & 3/8' DIA. HEADS AT 10" O.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL FL20403.17 e PORT ST. LUCI E N.A. N.A. N.A. Information: 2nd ChomceiSHALL BE BEYOND WALL DRESSINGJob ¢ $ N N Windows: — I rLYL 1st Choice +40/-50 MI WINDOWS 3540 SERIES Single Hu (fin) SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN. 11A" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. FOR INSTALLATION THROUGH 2X BUCK USE #8 WOOD SCREW OF FL 17676.1 R9 +40/-50 MI WINDOWS 3540 SERIES Single Hung (flange) FL 17676.8 R9 3540 SERIES +50.0/ 50.0 MI WINDOWS Picture window SUFFIENT LENGTH TO ACHIEVE.I%" INCH MINIMUM EMBEDMENT FL18644.3 R3 IN WOOD SUBSTRATE. m o O a Mullions: •no I M-1926 Vertical IFOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE FL 18504.1 1St Choice MI WINDOWS Mullion 3/16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 11b U0 Horizontal FL 15804.2 M-1926 MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM 0 d EDGE DISTANCE 0 a) N M Fixed Glass-• > m 3 to as . • DO a 1st Choice +50.0/-50.0 U BOCK 625 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN. list" EMBED. TO ALL FACTORY DESIGNATIONS FL18644.3 R-3 2nd Choice WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD `sY' W BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 6/8" MIN. EMBED. INTO WOOD BUCK. tR y M o a O —Mi 01 J 00 � V) 3rd Choice Soffit:tm V1 Model Name / Number: 1480 1st Choice +55.0/-35.0 KAYCAN LTD 8" BEADED IFFIT VINYL 1 1/2" NAILS 10" O.C. IN OF SOFFIT LENGTH.4 R-3 FL16503DIRECTION Hurricane Panels: Plan Issue Date: 1st Choice 46 PSF EAT/ HURRICANE STORM PANEL MFG. INC. . Ga2l4"vanizGaed DIRECT MOUNT. TOP L74"-20 MALE PANELMATE W/ WINGNUTS AT 12 /" O.C. BOTTOM 1A"-20 SIDEWALK FL16293.1 Friday,November 20, 2020 KA PROJECT NUMBER: 46 PSF INT. Steel Sto m Panels SOLTw/ POWERS CALK -IN o `SVT I have reviewed the above components of cladding and have approved their 20-8520 use in the structure. (Architect or Engineer of record) Sheet: ��� of: Name: Carl A. Brown Certification Number: FI. #i6126 m o Name: TODD M. BORN Certification Number: FL # 82126 MATERIAL Name: Luis Pablo Torres Certification Number: A. # 87864 0Pi REFERENCE INFO (PSL) 0 MECHANICALLY FASTEN AS REST UPWEATHERTHESE DETAILS ARE GENERIC AND MEANT TO SHOW FLASHING R E U Q IREMENTS NECESSARY IN CORNERS THROUGH - - � RESISTIVE BARRIER & .WEATHER RESISTIVE ' SELF -ADHERED FLASHING TEMPORARILY SECURE BARRIER GENERAL FLASHING AND WATERPROOFING METHODS DOOR ROUGH OPENING WEATHER TO BE USED. R703.1 General. Exterior walls shall provide the building with a weather-reslstant exterior wall envelope. The exterior A RESISITIVE WINDOW UNIT wall envelope shall Include flashing as described In Section R703.4. A water -resistive barrier Is described as a BARRIER WOOD FRAME CONSTR. material behind an exterior wall covering that is Intended to resist liquid water that has penetrated behind the exterior TAPE s EXTERIOR SELF -ADHERED FLASHING 3/4"-1"BEAD OF CONSTR. SLOPE covering from further Intruding Into the exterior wall assembly. An exterior wall covering Is described as a material or SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER 0.3 in: 12.0 In SELF -ADHERED FLASHING assembly of materials applied on the exterior side of exterior walls for the purpose of providing a weather -resistive OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN (0.6 cm : 30.5 cm) barrier, Insulation, or for aesthetics, including but not limited to, veneers, siding, exterior Insulation and finish systems, ya"e"a,e"wix"ow{ WALL BY6IN. UP JAMB L USE LIQUID NAIL BRAND PRODUCTS DETAILS architectural trim and embellishments such as cornices, soffits, and fascias. OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING R703.2 Water -resistive bander. One layer of No.15 asphalt felt, free from holes and breaks, complying with ASTM D226 WEATHER SELF -ADHERED FLASHING EXTERIOR for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior wells. Such RESISITIVE CEMT. FIN. TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2Inches x BARRIER SEAL TOPS of JOISTS f ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 (61 mm). Where joints occur, felt shall be tapped not less than 6 Inches (152 mar). The felt or other approved material UNDER DECKING SUBFLOOR shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the (SEE DETAIL WP07)'' '! requirements of the exterior wall envelope as described In Section R703^1. SELF -ADHERED FLASHING a WIRE LATH R703.7.3 Water -resistive barriers shall be installed as required In Section R703.2 and, where applied over wood -based m HEAD FLASHING TIE-IN INSTRUXTIONS: sheathing, shall Include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of ti strucons 1. Out, fold up &temporarily secure weather "� RIM JOIST Detail InGrade D paper. The individual layers shall be installed independently such that each layer provides a separate " resistive barrier above header to allow for flashing installation Refer t0 the number marked as ® in each detail that corresponds to the continuous plane and any flashing (installed In accordance with Section R703.4) Intended to drain to the water -resistive s 2. Self -adhered flashing plus head flashing underweather BUILDING numbered items in the list Of instructions below: barrier Is directed between the layers. o resistive barrier Install self -adhered PAPER 1. flashing in order as shown by 3. Fold weather resistive barrier back over head flashing and O l 1 J numbers Exception: Where the water -resistive barrier that Is applied over wood -based sheathing has a water resistance equal to N seal with tape 2o Vx 2. Install flashing and weather resistive barrier to form water shedding laps or greater then that of 60-minute Grade IDpaper and Is separated from the stucco by an intervening, substantially 2 O 3. Self -adhered flashing can be substituted for building paper nonwater-absorbing layer or designed drainage space. 4. Split the release paper using the ripcord (Split release on demand, b Scale: NTS R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion In a manner to prevent entry of SELF -ADHERED FLASHING W PO embedded in the adhesive layer) -for ease of installation and to minimize water Into the wall cavil or enefzatfon of water to the buildin structural framin cent nents. Self -adhered membranes 3 SELF -ADHERED FLASHING n SELF -ADHERED FLASHING y D g g po g FLANGED WINDOW EXTERIOR DOOR WITH DECK - SECTION A W P 02 CEMT. FINISH SILU POTSHELF/ CHIMNEY SHOULDER W PO 3 scoring cuts used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER 5. Remove all release paper per standard installation instructions and building wall with a sealant complying with AAMA 800 orASTM C920 Class 25 Grade NS or greater for proper joint adhere to substrate using a square piece of flashing material (6" x 6" expansion and contraction, ASTM 12 C1281, AAMA 8, or other approved standard as appropriate for the type of sealant `,�`jltl6tliil//rjTr/ EXTERIOR SHEATHING Fluid -applied membranes used as flashing In exterior walls shall comply with AAMA 714. The flashing shall extend to the \\NVSPE 41 3l4"-I" BEAD OF CONSTR. RUBBERIZED ADHESIVERUBBERIZED ASPHALT Minimum) surface of the exterior wall finish. Approved corrosion resistant fleshings shall be Installed at the following locations: ���\aPN EXTERIOR SHEATHING INSTALL SELF -ADHERED ASPHALT 6. Fold as shown b arrows t `• ADHESIVE TO BE APPLIED UNDER FLASHING JAMB &HEAD ADHESIVE Y ai THRESHOLD OF DOOR AND RETURN FLASHING, SEE 7. Angle Of Comer may vary, adjust folding of the flashing accordingly t0 fit 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the ; ,Z 6 ^••• SELF -ADHERED FLASHING g Y Y� J 9 9 9 Y rt REFER TO TECHNICAL UP JAMB 6". USE LIQUID NAIL BRAND SEE DETAIL tight to comer exterior wall finish or to the water -resistive barrier Complying with Section 703.2 for subsequent drainage. C OR EQUAL WEATHER PROOF CAULKING ( ) '. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings E s Q2LETTER ON CHEMICAL SCORED8. Mechanically fasten as necessary shall be installed In accordance with one or more of the following: ECOMPATIBILITY RELEASE PAPER ZZ 1,1 The fenestration manufacturer's installation and flashing Instructions, or for applications not addressed in the c, 4r fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where o '• F LO ,\\ SELF -ADHERED SELF -ADHERED FLASHING, �'^ RELEASE PAPER TO EXPOSE g provided, fleshing shall be installed at the sill Of exterior wlrrdOw end �/ o FLASHING EXTEND A MINIMUM 6" AOHESIVEAs stlowai flashing Instructions or details are not rovided g - �j QI• �\ VERTICALLY FROM door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the 7 �'O F E SS\ \\\ TTHHRESHOLD exterior wall finish or to the water resistive border for subsequent drainage. Openings using pan flashing shall ti '�r�•r/f/fJllgtltl\ a ' MECHANICALLY FASTEN AS Incorporate flashing or protection at the head and sides. n y SECTION -A NECESSARY IN CORNERS THROUGH O (SEE DETAIL WP02) SELF -ADHERED FLASHING 1.2. In accordance with the flashing design or method of a registered design professional. ki Z 1.3. In accordance with other approved methods. SELF -ADHERED A� 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or Y9 :o FLASHING O ��\j FMA/AAMA/WDMA 400. `3 t� a 2 & SELF -ADHERED FLASHING 2. At the Intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both 2 5 sides antler stucco copings. � NAILING FLANGE 1 c O 4 3. Under and at the ands of masonry, wood or metal copings and sills. a 2 DO NOT FLASH OVER SEAL TOPS OF JOISTS a UNDER DECKING 6 BOTTOM LING 4. Continuously above all projecting wood trim. FLANGE (SEE DETAIL WP07) 2 g „ 8 7 S. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. S. ill W re SELF -ADHERED FLASHING SELF -ADHERED FLASHING W P06 6. At weld and roof Intersections. Q �"" '� m HALF ROUND WINDOW WP04 EXTERIOR DOOR WITH DECK WP05 SELF -ADHERED FLASHING sty Oo� �� INSIDE CORNER", - 7.Atbulkingutters. w 1';,„ O�W udy �.„�gg `' mygmg W SELF -ADHERED FLASHING !X E aaS�b O- W 1133 DECK PROTECTOR", �' _ SHEATHING A+ Y g 6-4' H laji c9i W m t6 ¢ O 5 W m 7/8" Cement Plaster 7/8" Cement Plaster g -k g Z J -_ _ � t v�r✓ in accordance with 8 m�p o � rn f `, in accordance with o ASTMC926 SELF -ADHERED ASTMC926 n m �. - -- -_ -- �fi'4 � � FLASHING PATCH Felt backed metal „ `s .A www'wsEnC'c°N Felt backed metal o SELF -ADHERED FLASHING lathe in accordance lathe in accordance ;, (9 M with ASTMC1063 " z f DECK PROTECTOR, _ _ - - with ASTMC1063 z o �L..! � ! , Building Paper Building Paper Z ��\ 7/16" O.S.B. 7/16" O.S.B. a a !i DOUBLE sheathing sheathing =_ _ N II i, ' SOISTE I! ` I',:) JOIST /� ' Metal Keep top edge 8 v) m SELF -ADHERED FLASHING - of weep screed D ^ `Q) - LL SELF -ADHERED FLASHING 1 Flashing ( i jam, rn 2 2" below top of ���„��/// u+ a 3 1/2" block E �° ` 3"MIN . - Unperforated _ v -� - 7n u tlr�li^j 4 Flange 7/8" Vulcum 5 00 O 5 Weep Screed cauk bottom joint only Maintain Lu a E Bottom of Metal Flashing me SELF -ADHERED FLASHING SELF -ADHERED FLASHING APPLYA LIQUID FLASHING TO THE MASONRY OPENING HEAD, JAMB, SILL IN Wee Screed 3-1/2" Unperforated N ' 3 = o \HO.8362x;DECK JOIST QQ ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE Q 1 1/2' to 2" Flange 7/8" Weep Screed ' U v' o W PO7 OUTSIDE CORNER W P O fa W PO aJ - c N �? s INSTALLATION OF THE BUCK/RECEPTOR. Above Roof 1/2" Cementitious 2 a N 3 m Sheathing Decorative Finish m DAMS HOMES b • • o, All inside and a EXTERIOR Z Outside Corner will = FLORIDA CONTRACTORS LICENSE NO. CRC1330146 WINDOW UNIT 4• need to be miter c CEMT. FIN. 3000 GULFBREE2E PARKWAY BUILDING PAPER Cement Plaster cut and caulked all a GULFBREEZE, FLORIDA 32563 in accordance o o •, butt joints need to z SLOPE SLOPE with ASTMC926 becaulked using DIVISION LOCATION: SLOPE 0.3 in: 12.0 in 0.3 in: 12.0 in over wood 2nd Vulcum caulk for all PORT ST. LUCI E 0.3in: 12.0in (0.6 cm: 30.5 cm) (0.6 cm : 30.5 cm) (0.6 cm: 30.5 cm) floor �y ob Information! ao SELF -ADHERED FLASHING a WIRE LATH SELF -ADHERED FLASHING EXTERIOR BUILDING PAPER CEMT. FIN. 0 WIRE LATH n SELF -ADHERED FLASHING 1/2" Cement a Plaster Finish BlockWIRE LATHM w 2 1/2" PerforatedM 0 n t» o• Flange 1/2" Weep > ro m r ai BUILDING PAPER , 1i LO 3 r0 ` BUILDING PAPER Cement o, Screed -9 on a Plaster ' over block t O J w M o EXTERIOR 1st floor J m (n m L WINDOW UNIT CEMT. FIN. Slab Install bottom VT Model Name /Number: edge of weep screed 1" below 80 finish floor Plan Issue Date: OPTIONAL DETAIL Friday, November20, 2020 3 2 ` KA PROJECT NUMBER: 3 3 Note: The building paper and metal lath Y 20-8520 must be installed over the to of �� WEEP SCREED DETAIL Sheet: Of: SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING p SCALE: NOT TO SCALE CEMT. FINISH WINDOW HEAD FWP 10 CEMT. FINISH WINDOW SILL W P 11 CEMT. FINISH PARAPET WALL W P 1 2 the weep screed. U W P 1 WATER PROOF OL DETAILS 5" bath du61", to roof cap w/ standard 70 cfm bath fang dryer wall cap 42X42 A/C SLAB BY BLLR MIN 2' FROM WALL (3 _-- II IHKII[Ilk S 55 12x605wcd 1Ox6 1wcd k (a) EMILY RQQM YLru CL& A. vui cLc- 14x$ 1 wcd 205,,r 1Ox10 ra r -� 12x12 -�ag — — r------ - I -2 a -- - 6 9" I I ! _ 12x12 rag ••; 8x18 fbrag', 75 6 _ 6,. 10x6 1 wcd --------- a _____� '+`...., .. .. DINING Llt �lnv VLTD CM ,j CAIM �iiyq' ' — 14' 6x16 rag iI I ,l icyac. 12 90„ 1 Ox6 1 wcd '1 8xJJ4 1 wed 6 U LAURD.. waVI'D MO 3nrw WU ar R3LLIUE :3. s- e E �: F1QY"937OR53:ri'1ri.YFsR ---------------- .Y3lA ,Mmum *8 g3Nlu SM—M OITTR 1.t MA go t. MH9 Me- 8911AT8 4 WMJjLP9 -------------- 5 ---_— ---= — - ME HOA3 •------------------- --------�_---_'_-------------- 2.5 ton w/5kw ®240v 1 ph 18x10 plen scale :1/4"-1'0" platform by bldr t 5" 7 BEQROOM 140 5 12x6 lwcd x6 1wcd 7" All — _ - — — — NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS Transfer ducts/grills sized in compliance with Florida Residential Building Code—M1602.4 balanced return air. EXCEPTIONS 1-3 8x4 1u 20 s ch. 100 1w( If iiL1 LGG I FLOOR PLAN 8CALF: r114` = V O' ALL EI_ VATIONS Must have a minimum clearance of 4 inches around the air handler per the State Energy code. Ck 5" bath duct o roof cap w/ standard 70 cfm bath fan All duct has an r-6 insulation value. AREA CALCULATIONS 119i FLOOR 14 4 J.F. TOTAL. LIVING e , 1W S.F. CARACE 397 S.F. WO ERED ENTRY (BASE', 23 B.F. COVERED PATOi:.AP1.4' i TpTAL MEA UNDER ROGF 1904 S.F. I V CZ — o & o v, Q Q S Uj LU � Q 5 Z O Cn _ Ln cj:� Q 03:(D 0oJ cv> <°�m z\0 O I }- � — LLJ • ' `a Z ® J Z ® LIJ Q iz] I- Q Q /'��y� n� L I /� ��\ Rating511 FILE COPY