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HomeMy WebLinkAboutBuilding PlansTERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA INDEX OF DRAWINGS R319.1 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 PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPON. COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." NOTES: 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES. UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. EXTERIOR COVERING R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C 926 AND ASTM C 1663 AND THE PROVISIONS OF THIS CODE. EXTERIOR WALL LATH ATTACHEMENT LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED TO WOOD SHEATHING WITH 11/2" LONG. 11 GAGE NAILS HAVING A 7 %16" HEAD. OR 7/8" LONG 16 GAGE STAPLES SPACED NOT MORE THAN 6 INCHES ON CENTER VERTICALLY AND HORIZONTALLY (REF. 2017 FRC R703.7.1). R703.7.2 PLASTER. PLASTERING W/ PORTLAND CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHEN APPLIED OVER METAL LATH OR WIRE LATH AND SHALL BE NOT LESS THAN TWO COATS WHEN APPLIED OVER MASONRY, CONCRETE R703.7.3 WATER -RESISTIVE BARRIERS. WATER -RESISTIVE BARRIERS SHALL BE INSTALLED WHERE CEMENT PLASTER (STUCCO)IS TO BE APPLIED OVER VAPOR -PERMEABLE WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE BARRIER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE. CONTINUOUS PLANE AND ANY FLASHING INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS. DIRECTED BETWEEN THE LAYERS. THE BARRIERS SHALL CONSIST OF ONE OF THE FOLLOWING. 1. TWO LAYERS OF AN APPROVED WATER RESISTANT BARRIER MATERIAL IN ACCORDANCE WITH R703.2. V BARRIER (PAPERBACKED STUCCO LATH OVER AN APPROVED 2. ONE LAYER OF AN APPROVED WATER -RESISTIVE BA R ER ( B D ) SYNTHETIC HOUSE WRAP. R703.4 FLASHING. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. FLASHING SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. • EXTERIOR WINDOW/DOOR OPENINGS. • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTIONS WITH FRAME WALLS, • UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. • AT WALL AND ROOF INTERSECTIONS • AT BUILT-IN GUTTERS. e N , DATE I DESCRIPTION CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5" PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO of 0.63. 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 11/2' TO FORM U.N.O. 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LBS OF FIBER PER CUBIC YARD. 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM A615/ A615M GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON LINTEL PLAN PAGE. 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 6th. EDITION (2017) IS TO BE IMPLEMENTED. F303.4A 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. MASONRY WALL CONST. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90-014, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 1900 PSI ( fm.= 1500 PSI) 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270-12A. 3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI SLUMP 8". TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN. POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR 1OFT, WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MSO5 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. S. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING. CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318.14. 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. WOOD CONSTRUCTION 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLE END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY MOISTURE CONTEN T NT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON,HSS2 STUD SHOES,TYP., U.N.O. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. 5. ALL EXPOSED WOOD O1l WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 6. UNTREATED WOOD SHIIALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TO PLATES. 7. SEE PLAN FOR STUD PhCKAND BEAM NAILING PATTERNS. 8. ALL ENGINEERING LUMIBER 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 Fb=2400 PSI MIN. 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: ROOF DECK: PLYWOOD C-C/GD, 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 10R 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 STRUCTURAL PLAN 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY. THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. 7. PRE -ENGINEER S PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, AND PERMANENT BRACING AND/OR BRIDGING AS 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. 8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. UPLIFT CONNECTORS 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR MORE INFO. CODE CRITERIA FLORIDA BUILDING. CODE 6TH EDITION (2017) RESIDENTIAL FLORIDA FIRE PREVENTION CODE 6TH EDITION (2017) FLORIDA BUILDING CODE ACCESSIBILITY 6TH EDITION (2017) NFPA 70-14, NATIONAL ELECTRICAL CODES (NEC 2014) & 6TH FBCR Ch. 3443 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318.14) SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301-10) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES'- (ACI 530-13) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2015 EDITION 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 ROOF TRUSSES* 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 -JOIST*** 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 CHORD0 LL 0 0 0 BOTTOM CHORD DL 10 10 10 10 TOTAL (PSF) 37 37 45 1 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: TOP CHORD DL 10 (PSF) BOTTOM CHORD LL 0 (PSF) BOTTOM CHORD DL 5 (PSF) SPECIAL FLOOR LOADING GAME ROOM 60 (PSF) COMMMENTS: BALCONIES/ DECKS 40 (PSF) BALCONIESOVER 100 SQ:FT 100 (PSF) LIGHT STORAGE 125 (PSF) LIBRARIES READING ROOMS 60 (PSF) STACK ROOMS 150 (PSF) GUARD RAIL @ HAND RAILS (d) 200 (PSF) GUARD RAILS IN FILL COMP. (f) 50 (PSF) ROOMS OTHER THAN SLEEPING 40 (PSF) SLEEPING ROOM 30 (PSF) STAIRS 40 (PSF) FOOT NOTES d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. f. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. Fr. 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 i NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 3OFT ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEES (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA ® 5) (+) 27.6 (+) 27.6 10 (-) 29.9 (-) 37.0 (+) 26.5 (+) 26.5 20 (-) 28.8 0 34.4 s O 50 (+) 24.8 27.1 (+) 24.8 (D ® I (-) (-) 31A Q Y (+) 23.4 (+) 23.4 100 (-) 25.7 (-) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-O" x 7'-0" 16'-0" x 7'-O" (-) 51.3 (+) 24.3 (+) 23.3 (-) 27.5 -) 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY W/IN 4--0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 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. SEE FLOOR PLAN FOR ACTUAL PRESSURES SHT NO:I TITLE 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL PLAN 5 ELEVATIONS o 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS S-4 DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS d M-1 I HVAC FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: 1. MISSED "J" BOLTS R W IN FOR WOOD BEARING WALLS MAY BE SUBSTITUTE WITH 1 I EPDXYANCHORSWITH 7"EMBEDMENT. D 2 D A EPO SIMPSON "SET" EPDXY /.ALL 1 EXTERIOR WALLS SHALL B ASSUMED TO E 0 BEARING. SEE PLAN FOR C.M.0 E B LAD BEARI WALL REINFORCEMENT LOCATIONS. It is the n Intent of Designer/Engineer listed in the titleblock of these ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITENHD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. documents that these documents be accurate, providing Licensed PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals clear information. Every attempt has been made to 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG #5 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error. The Builder and all subcontractors are required to THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE ) MIXED PER THE MFGR'S 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE review all the information contained in these documents, prior to INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 6TH EDITION (2017) RESIDENTIAL. the commencement of any work. The Designer/Engineer are not PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY DURING BOND BEAM POUR. responsible for any plan errors, omissions,or misinterpretations CONTROL OF CONSTRUCTION SITE: 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be In accordance to the TO FOOTING). 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 4. MISSED LINTEL STRAPSFOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4) sA"x 214" TITENS TO tVA1LS CONSTRUCTION SITE INCLUDING; BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE RESPONSIBLE FOR THE INDOOR Information found in these plans should be directed to our Quality MASONRY AND (7)-10d TO TRUSS FOR UPLIFTS LESS THAN 860 LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS 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 at 321.972.0491 immediately. No backcha rg es MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 11/2" SDS SCREWS AND (5) 1/4". x 2 1/4" TITENS ONE EACH SIDE OF TRUSS. TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE; MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER will be considered for reimbursement by the Designer/Engineer 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 MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON. without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the MI MISSED, CONTACT THE FOR FOR SUBSTITUTION. terms of the agreement. 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. OMES Drthwest Florida RVD CODE COMPL ANCE ST. LUCIE COUNTY I3OCCCEC"%1201E FILE COPY a� vi i �O`°°pglO T T°j�if 0) •'�GEN .R�. O tN ��J�• �� No 87 04 w C ©1. STA OiF w 4✓ 0) 0 T '"`ltCJ 0✓-,jgg9 q i m6 1" �£W� N N Y .i N O 10 U ti ii% p mrop,g $oLLvw RAJ LL.o a Lq v ATit €w @gs d� 0�m a Zro 2a e® mN .a K O 0 m p �s`pe ■9�I ®ar aNAao�. a' Q �' v r �b M"JOGENG.COM ❑ ❑ O U M 0 z m o `o a z n U V) 0 S 4- h o E - $ uou UU) V)NZ C m TO mm - - Um .. N w p0E r u� - _ y •' U Lo!i o� Q av o ago QIBI A\r%AMQ Yf1MW4M FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦ I Job information: a 10 (0 Za LU i (D 0 47 m m ZH A.UW m4 0 -j Ld M LO o Li ♦ I Model Name / Number: 1820 VI Plan Issue Date: Thursday, December 12, 2019 ♦ KA PROJECT NUMBER: 19-8301 Sheet: 1 1 Of: COVER SHEET 160 MPH OPENING PRESSURES BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT MARK SPACING SPECIES CAP.(pin TOP SOTTOM NO 13W1 16" (2)16d TOENAILS (2)16d TOENAILS SPF UPLIFT BW2 SP2 W/ MY10d SP1 W/ *iod 18" STUD, (6)10d PLATE STUD, (4)10d PLATE SPF 402 BW3 16" (2) SP2 W/ (6)10d (2) SP1 W/ (6) SOtl SPF 803 STUD 6 16d PLATE STUD, 4 10d PLATE NO BW4 16" (2)16d TOENAILS (2) led TOENAILS SYP UPLIFT BW5 SP2 W/ (6}10d SPS W/ (6}iOd 16" STUD, 8 10d PLATE STUD 4 10d PLATE SYP 439 (2) SP2 W/ (6)10d SP1 W/ (0iOd BW6 16' STUD 6 YOd PLATE STUD 4 10d PLATE SYP 878 NO BW7 12" (2)16d TOENAILS (2) led TOENAILS SPF UPLIFT BW8 SP2 W/ (6}1Dd SP1 W/ (6F10d 12" STUDS (6)10d PLATE STUD, (4)10d PLATE SPF 535 BW9 STUD, 12" (6)10d PLATE STUD, (4)10d PLATE SPF 1070 BW10 12' (2) 16d TOENAILS (2)16d TOENAILS SYP 0 BW11 SP2 W/ (010d SP1 W/ (6}10d 12" STUD 8 l0A PLATE STUD, (4)10d PLATE SYP 585 0W12 12' STUD, (6) lOd PLATE STUD, (4)610d PLATE SYP 1170 BW13 NOT USED TOP OF WALL 2(TOP PLATE SEE PLAN � MASONRY WALL OR ICF WALL. SEE PLAN 2x STUDS PER DOUBLE 2x HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WFO9/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH -SEE MSO3/S1 FOR NO UPLIFT CONNECTORS BRG WALL TO INDICATED IN WFO9 CAN MASONRY WALL BE IGNORED. CONNECTION INFO 2x MID -SPAN BLOCKING CONNECTORS W/ (2)12d TOENAILS 0 TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN 8'-0" SCHEDULE ABOVE F.F. SEE FOUNDATION PLAN FOR MORE 2x P.T. W/ 1/2- A.B 0 32" O.C. W/ 7" INFO EMBEDMENT OR 1/2" A.T.R. IN/ SIMPSON SET W/ SW= SHEARWALL MIN. 7" EMBEDMENT PAST STEP DOWN. REQUIRES MIN ALT.: SIMPSON 1/2" TITEN HD 0 32" O.C. " 7/16" OSS PLYW'D W/ SAME EMBEDMENT W/8d NAILS AT 4"00 SEE GENERAL NOTE #8 BRG. WALL DETAIL IN FIELD AND EDGE. GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2W STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 LINO ON PLAN. 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. SP4,SP6 AND SIPS CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THESPS AND SP2 INDICATED IN SCHEDULE ABOVE 5. IF "BW"iS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE WFDB/53.1 OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO FIRST FLOOR CONNECTIONS. (NOTE: THIS Is FOR 2 STORY PROJECTS ONLY) 6. IF "SW' IS INDICATED THE WALL IS CONSIDERED A SHEARWALL AND MIS REQUIRES MIN. 7/16- PLYWOOD 8d NAILS AT 4" O.C. IN AND TO SIDE OF / / (1) DE WALL EXT 7. ALL 2x EXTERIOR WALLS S ATI PER ATTACHED PER NAILING SCHEDULE ACT SEE LANANEXTERIOR WALLS EC BARING LL SEE PLAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE E 8. IF THE REARING WALL IS INDICATED WITH THE L BW4, BW7, THESE WALLS ARE ONLY TBW1OUDS SUPPORTING THE FLOOR LOAD AND NOT HAVE UPLIFT, HAVE THE STUDS ARE TOE NAILED TO THE PLATE AND THE 2x PLATE CAN BE ATTACHED IA HARD HARD CASED NAILS (GUN NAILS) AND WILL TIN NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 9. &DRIVE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE L TABLE LOAD. LOd= 0.148" DIA. x 3" LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPUFT(Lb) C1 (3) 2 x 4 02 SPF (4) led TOENAILS 0 C2aDTT2Z (3) 2 x 4 #2 SPF W/ 1/2' WEDGE ANCHOR* & (8) 1/4' X 11/2' 2145 SDS SCREWS C3 (3)2 x 4 SYP 414OR- (4)-16d TOENAILS 0 DTT2Z W/ 1/2- WEDGE (4) 2 x 4 SPF #2 ANCHOR* & (8) 1/4" X 11/2' 2145 SDS SCREWS C5 4 x 4 P.T.#2 ARU44 W/ 5/8" ATR** G = 6665 SYP POST & 112) - led NAILS U- 22DO 6 x 6 P.T. #2 ABU66 W/ 5/8" ATR* * G -120DO CB SYP POST & (12) -16d NAILS U - 2300 8 x 8 P.T. #2 ABU88 W/ (2) - 5/8" ATR** G = 24335 C7 SYP POST & (18) - ISO NAILS U - 2320 3.5 1.8E x 3.5 P.L. Rx=1400 PSI HDU5SDS2.5.W/(14)1/4"x- 21/2" SDS WS & 5/8" EPDXY 5645 OVOLMANIZED IF EXT.) ANCHOR, OR ATR** 3.5 x 5.25 P.L. HDU5.SDS2.5 W/ (14) 1/4' x 1.8E F15=2400 PSI 21/2' BOB WS & 5/8' EXOPY 5645 (WOLMANIZED IF EXT. ANCHOR, OR ATR** 3.5 C10 1.8E x 7 P.L. Fb-2400 PSI HDU&SDS2.5 W/ (20)1/4' x 21/2" BOB WS & 7/8" EPDXY 6970 (WOLMANIZED IF EXT:) I ANCHOR, OR ATR*** C1i 1.8E x 5.25 P.L. Fb--2400 PSI HDU8SDS2.5 W/ (20)1/4" x 21/2" SDS WS & 7/8' EPDXY 7870 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** L5. 7 x 7 P.L. HDUSSDS2.5 W/ (20) 1/4" x C12 LSE Fb-2400 PSI 21/2" SDS WS & 7/8" EPDXY LMANIZED IF EXT: ANCHOR, OR ATR*** 7870 GENERAL COLUMN NOTES 1. SEE FLOOR 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. 3. NAIL BUILT UP STUDS PER DETAIL WF37/53 4. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2' ATR 6" EMBEDMENT FOR 5/8" 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 (LSE) MAY BE SUBSTITUTED FOR ANY P.T, SYP POST NOTED IN THE PLANS OMMON NAIL vs. PNEUMATIC GUN COMMON LENGTH PNEUMATIC GUN ICOMMON vs. GUN APPLICATION NAIL DIA.{ENGTH NAIL SPACING Sd OA31" X 21h' 0.131' X 2 �h' SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS 10d OR 12d 0.148" X 3' 0.131' X 3' SEE PLAN BLOCKING & TOE 0.148' X 3 14" 0.131' X 3 M' NAILS & TOP PLATE 12d OA48" X 3'A' 0.131" X 3 ?A' 8" O.C.(COMMON) STUD WALL 6- O.C. GUN NAIL CORNERS 10d 0.148" X 3" OA31' X 3" S" O.C.(COMMON) STUD PACK 8- O.C. GUN NAIL COLUMNS SBd 0.162' X 3'h" 0,131" X 3'.4" (2)16D(COMMON) ISEE PLAN (3)16D ( GUN NAILS) HEADER SCHEDULE MARK HEADER SIZE REMARKS HT (2) - 2X6 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H2 (2) - 2X8 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2' FLITCH PLATE THIS SHEET H3 (2) - 2X10 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H4 (2) - 2X12 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET HS (2)-1314"X 1119 ATTACH TOGETHER W/(2)ROWS 1/4'X 31/2' LVL 2.0E Fb=2600 PSI BOB WD SCREWS @ IS" O.C. TYP. EACH SIDE H6 (2) - 1 3/4" X 7 1/4 ATTACH TOGETHER W/ (3) ROWS 1/4" X 31/Z LVL 2.0E Fb=2600 PSI BOB WD SCREWS @ 16" O.C. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS & STUDS REO. 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 -0" -16'-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 JACK AND 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" G.G. 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/ 7/16' CONNECTION:. PROVIDE (2) OSB FLITCH PLATE. NAIL SIMPSON LSTAILS 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) OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) M BEAM TOGErHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS 0 12" OR (2) SIMPSON HETA18 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2).2 x 12 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER OG R USING 2 SIMPSON HTS20 TO D T 00 POST ROWS OF 12tl 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 2.0E Fb-2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) M4 1/4 x 31/2" SOS WOOD SIMPSON HTS20 TO WOOD POST SCREWS 016' O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE. COL U.N.O. ON ROOF PLAN. (2)-13/4"x117/8'LVL 2.0E Fb-2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4' x 3 1/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS 016, O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. (2)-13/4"xIs- LVL 2.0E Fh=2800 PSI. NAIL BEAM CONNECTION: PROVIDE (2) [y) TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 31/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS 016" O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. GENERAL BEAM NOTES 1. VERIFY WITH PLAN CORRECT LENGTH OF BE AMS EAMS 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. OP O C C C C x O rn C N m O VERIFY LOCATION W/ BUILDER • ■ HOSE BIBB M © 25 SH B) 25 SH PRECAST BOTTO @ 8'-8- - - - - _ _ _ _ _ _ `. EGRESS EGRESS 13'-10" 13'-0" 12'-10" Q wo w p OWNER'S BED LANAI12 `VAULT M p o VAULT CEILING , w ¢ D) BEDROOM #2 D CEILING VAULTED CEILING N C2 C2 - - - - - - ---- -G.T-- --- --r- --- - --H1 --- ------ 12' 4" 1'-6 O" 4'-10" -------- - 7'-4" - --- ----* 3' 8" 2'-0" 7 2" DBL 25 SH H2 r i 2868 2668 , G) - ,....,., 1R/iSH N 0 W/ BASE PLATE - v r? r ATTACHMENTS sJ w OET BRG. WALL w m w o. `n N DETAIL ur ' - mo VAULTED CLG FT r. 20�5 I 1 C, ¢ F M I Y R I I5'$„ 6'-S" I 10' CEILING r I \ 10' CLG. V 000 Tn I I II o o 0 2x6 WALL VTR m W. v 0 m j _________________.______._ I S °D E C4 1R/1SH #3- ..BEDROOM V VAULTED CEILING C 10 i ,A„ 2,� 4,-0" 13'4" 12'-8„ -- - C7 c�qp OWNER D q In w N v BATH 3 X 5 3'-5" w K w w F.G. VAULTED C"LG. SHWR 3,_4„ 9, w P.` 36" FLAT BAR :-` 5068 ------------- 1 r - , 34Tfz'. ------------- WALL I I 8, CLG. iv '7 n A/C - - - CD N y _ _ _ _ - --1R/SSH NGE/ D/W OOD DBL. SINK PROVIDE PLATFORM FOR HVAC UNIT G) ' w ; iv VERIFY SIZE WITH , MFGR KITCHEN o DINING RCQ VAULTED CLG. G. , VAULTED CEILING 9'-5" 3'-7" 6'.6* ro 7,A" 12,-10" REFRIG 2668 � z NOOK I <, VAULTED CLG. } 3 LAU 10'CLG. � t= V N m d 3 -__-__ � - 1 h 1 l J I - - j 2868 DRYER VENTJ STEP DN. 1 FOYER -o DENLZ W.H. THRU ROOF MAX LGT 35' -0" - 10' CEK LNG 0" m BEDROOM. #4 HANSON BOX m PULL DN. STAIRS @ 36" AFF r VAULTED CEILING, 22Jh* x 54" ADD INVERTED F39 HIP W/ B ELEV. DE RE S3 NOTE: BUILDER TO PRO APPLIANCE PROTE TI REQUIRED BY MUNICIP ITY. A H1 SEE SHEET 4 FOR DEfA S=Tr 30 2 CAR GARAGE /(2) 12' S.L. GRESS TRANS. PER l o 8' CEILING LEVAT i N S03 20--0„ S-1 6'-4„ S3 2'-10„ 10,-0„ q EGRESS N ENTRY SEE ELEVATION FOR " 10' CEILING - - - _ LINE OF GARAGE DOOR -------- q .WINDOW SIZE & STYLE- „ S3 D ' ELEV. BMS ■ , CD04 CD2-4" 2'-8" 9'4" S-3 , S2 S12 S-2 , , , ' H wig 1111111 16 x 7 OVERHEAD DOOR 2' 0" 161-0" 2, 0„ 6,-4„ 13, 4" 20'-D" 19'-8„ FLOOR PLAN SCALE: 1/4" =V-O" ALL ELEVATIONS 4HOSE BIBB 00 N N ENCLOSED -EXPOSURE B +27.6 / -29.9 © +27.6 / -37.0 1 O+26.5 / -28.8O +26.5 / 34.4 ' O+24.8 / -27.1 O +24.8 / -31.1 Or +24.3 / -27.5 O +23.3 / -26.0 NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE "ALLOWABLE" PRESSURES WALL LEGEND g FRAMED WALL m BEARING FRAME WALL Y o ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHFARWALLS. SEE PLAN AND WALL SECTIONS FOR € STUD SPACING AND GRADE. MASONRY WALL w d 0 s O♦♦♦e P P TOR � d GENERAL NOTES �NS`'�'': No 87 64 ON 1. R302.5.1 Door from garage into house must be a minimum 13/8' solid wood door, solid or "* honeycomb steel door, or 20 Minute fire rated door. S 10 STAT, O F "•1L� . E 2. Bathroom exhaust fans must vent to the exterior of :.e,Ofi, the building, exhaust to attic space and soffits Is not acceptable. Vemilation shall be permitted to exit through c N�% T the soffit if solid soffit is Installed 5'-0" on each side of d f�..ra.„111tL .o the venting. n 3. R302.6 The garage shall be separated from the residence and is attic by not less than 1/2-inch (12.7mm) gypsum board applied to the garage side. Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch (15.9mm) type X gypsum board or equivalent. Where the separation is a floor -ceiling assembly, the @ structure supporting the separation shall also m protected by not less than 1/2 inch (12.7mm)12. gypsum board or equivalent. u 9_ w A N V) 1"! 00 c m 4. R312.2.1 Window sills In dwelling units, where the u; g 3mix $ c ,'P, � opening of an operable window is located more than 4 € s =Z ILL n N,. m 72 inches (1829mm) above the finished grade or s '� - £ .g"0' z g .�meH surface below, the lowest part of the clear. opening ,°�" g ^ i; of the window shall be a minimum of 24 inches a 8 ILL 8 ui "w W (610 mm) above the finished floor of the room in <„� ; o. which the window is I 16 - "'= a located. Glazing al between -o: t ee the m z Z a 0 z F o floor and 24 inches (810 mm) shall be fixed or have h � 8 €� � openings through which a 4-inch-diameter (102 mm) g q$ Ito ro o sphere cannot pass. LLU)S a w Z m g�=a; W QFlasg < g a J O 5. R308.4.2 All windows within 2'-0" of doors and in I N 8 e S ir c N shower or tub areas will be safety tempered glass. o §g g ° Ro 6. Ceiling for exterior entries and covered porches to �' i; 48 Vr .FDSENG.COM ❑ ❑ ❑ have 7/0". span rated OSB nailed per zone on 2 m roof diagram nailing schedule or 5/8" COX. 16 C9 0 1X T&G acceptable for substitution. �, z t- co 0 u, Z 7. EC: R402.2.4 Access doors from conditioned spaces to 5 Z a unconditioned spaces (e.g., attics and crawl spaces) ` `o shall be weatherstripped and Insulated to a level 3 a equivalent to the Insulation on the surrounding Z Y surfaces. a W N 8 8. Laundry Note: (Unless noted otherwise) Provide dryer $ v N vent thru roof max. 111 35'-0", washer & dryer units ,,, It: unit to be always on left side when facing I) o E units) hanson box @ 36" aff ," U - H ul0n E w w 0 0 9. Ceilings - I s for exterior entries g t sand covered porches to be � t/) c m 7/16" OSB on underside Of roof trusses shall be attached to all framing members with 2x blocking U m N E provided at perimeter. The OSB shall be attached w/ 8d w o 0 0 nails at 6" O.C. field and 4" O.C. at edges or7d screw € '- "• shank 3" O.C. field and 4" edges. Vinyl ceiling to be .2 " x o attaches to OSB per manufacturer specifications U w o -. 6 o u0o am ® D , MS illill VT � FLORIDA CONTRACTORS LICENSE NO. CRC1330148 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: a € O D_ m C ° m Z ° Vq N Omit LU E > �/ It ut 3 to 3 ` * * W M n 0 _M�yI /LLUI �:3 M p rn VI Model Name / Number. fl 1820 AREA CALCULATIONS x VI -Plan Issue Date: Thursday, December 12, 2019 1st FLOOR 1820 S.F. c KA PROJECT NUMBER: TOTAL LIVING (AC) 1820 S.F. Y 1.9-8301 T GARAGE 396 S.F. Sheet:. Of: COVERED ENTRY (BASE) 56 S.F. N COVERED PATIO/LANAI 137 S.F. TOTAL AREA UNDER ROOF 2409S.F. 131FLOOR PLAN (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION inAue SEE PLAN W v LF Z N�() REBAR FM01 1 SINGLE STORY FTG REINF. SEE PLAN _F F � I 8 (1)#5 REBAR CONT. (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. GENERAL FOUNDATION NOTES IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION UNLESS NOTED OTHERWISE W 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE OPTIONAL CURB FOR 'I F F VARIES LAPPED MIN. 6" AND SEALED, MASONRY @ ELEV. 0'-0" ; �- �— - — - - — 2 4" 2500 PSI CONC. SLAB W/ GX610/10 W W F, OR MINIMUM .75 LBS W/ (1) - #5 BAR CONT. - OF FIBER PER CUBIC YARD FIBERMESH/FIBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND NER-284 FOR RBERMESH OR NER-414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR X BARRIER & TREATED FOR TERMITES. ",`( 2 STORY: 20" X 20" 3 • INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR. TO REINF. N W/ (3) - #5 CONT. BEAM W/ (1) #5 REBAR GRADE 40 U.N.O. TYPICAL ABV. SLAB. HOOKED FT( SEE PLAN ► " ^- ' DOWELS 17" EMBEDMENT W/ 25" EXT. ABOVE SLAB. BEARING I i -- alp 1/2" =1'-0" 1 FM02 I SECTION @ GARAGE FM03 I THICKENED EDGE 11/2"=1'-0" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE OF GARAGE DOOR. EXTEND 6" BEYOND F.O.M. EACH END, TYP. GAR. FIN. FLR. ALIGN DRIVE W/ BOTTOM OF RECESS & PITCH DRIVE R , 4" CONC. DRIVE W/ 1/2" EXP W/ (3) - #5 CONT. JOINTS 10" O.C. TYP. 16" (2) #5 REBAR FM09 SECTION @ GAR. DOOR 1 1/2"=1'-0" 2x BRG. WALL 2 STORY: 20" X 20" (SEE FLOOR PLAN W/ (3) - #5 CONT. FOR MORE INFORMATION) SEE PLAN # 5 REBAR 4 CONSULT W/ MANUR SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 1/2" = 1'-0" 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE U.N.O. ON PLAN. 6 NO WOOD STAKES PERMITTED IN FOUNDATION. 7 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. 8 ALL FOOTING SHALL BE MIN 12' BELOW GRADE 9 MASON TO COORDINATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB 10 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY 11 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR) IN EQUAL LIFTS NOT TO EXCEEDING 12".THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000PSF. J71 8" 4" 4" 16' T4245 REBAR FM11 STEP DOWN BRG. 1/2° = r-o" FM12 STEP DOWN NON BRG. 1/2" =1'-0 FOOTING SCHEDULE MARK SIZE DEPTH REINFORCING GRAVITY CAP. M F1.0 1'0" X CONT. 1'-0" 2 #5 E.W. SOT. 2000 F2.0 2'.0" X 2'-0" 1'-0" 3 #5 E.W. BOT. 7200 F2.5 2' 6' X 2'-6" 11-0" 3 #5 E.W. BOT. 11000 F3.0 3'1W X 3'-0" i'-0" 4 #5 E.W. BOT. 15600 F3.5 3'-0" X 3'-0" 1'-0" 4 #5 E.W. BOT. 215DO F4.0 4'-0" X 4'-0" 1' -0" 5 #5 E.W. SOT. 29000 F4.5 4'-6" X 4'-6" 1'-4' 5 #5 E.W. BOT. 34500 F5.0 5'-0" X 5'-0" 14 '" 6 #5 E.W. BOT. 42500 F6.0 1 &-0" X 6'-0' 1'-4" 7 #5 E.W. SOT. 61600 LEGEND - INDICATES SINGLE -STORY FOOTING ® - INDICATES TWO-STORY FOOTING - INDICATES CONCRETE FOOTING OPTIONAL CURB SLOPED GROUT SEE PLAN 00 a a SEE PLAN OR MASONRY AT TO DRAIN 4"x 4"x 16" ELEV. 0'-0" WITH CURB - y (1) #5 BAR CONT. - (G.C. VERIFY) Go - z� F.F. REINF. 2 is •- - _ _ _ (SEE PLAN) 2 #5 CONT. INSTALL LINING `_ ." ' ° 2 #5 BENT BARS W/ MATERIALS PER w w - MIN. 25" LAP SPLICE FBC-R P2709.2'° w w ' 0 16 MUDDED F-R. " SLOPED TO DRAIN MIN. FM14 SECTION @ RECESS SHOWER 1/2" = r-o" FM18 TYP. 2 #5 S T. YP. STEP FTG. DETAIL 1/2" =1'-0" COMP. UNIT ALTERNATE: i'd THE REINF. BARS SHALL BE . GRADE REINF. CONTINUOUS AROUND CORNER #5 CONT REINF. SEE PLAN I ` BY COLD BENDING THE BAR WITH - SEE FIND. FOR MIN. BAR LAP OF 25" QUANTITY ao #5 X 25" X 25" o c CORNER BAR ONE N .E FOR EA.HORIZ. - _ REBAR, TYP. U.N.O. N p (2)#5 REBAR 16" > - A/C CHASE 4" PVC SLEEVE 2 STORY: 20" X 10" .. • ;,-. ' '. THRU FOOTING W/(3) - #5 CONT. FM19 TYP. CORNER BAR DETAIL 1-1/2"=1'-G" FM23 TYP. FND PENETRATION 1/2'=1'-0" OD a 0 HOSE- BIBB 1181. .. 4' 0" 13' 10" 3' 6" 4' 8" 13' 0" ,1'4" 31101, 4' 0" 3' 8" FM19 3 I`I � TYP. @ L'� 'Y CORNERS HOSE BIBB O FM03 FM01 ' - FM11 , 3 FM11 , O U < FF2.511 S U BO ' O STEP DN. 4" ' - c0 n , G7 N ' , , F 11 3 , , TUB i W.C. UNITI , I 1 , ' , LAV.LAV ;0 ° Ids II � il r _ L =s r -IAl LAV iv 2' 8" 3' 1" 1' 11.1 , to 12' 0" ` W.C. ■00 ■ N I 11 QV , I , I 3X5 II ' I F.G. II Q v I I SHWR 1I �n 1 , L L l � 61 , ' ' D/W co , m I 0o ' , 12' 11" PROVIDE CHASE ' ' FOR HVAC UNIT VERIFY LOCATION I ' , o I , ' FM01 3 O I 61 , , I I O 1 I JI v 9 , FM01 1 , IxJ T I Qi- W 3 , Ir-------------- L _ J ao STEP ON. 4" O , r ';W.H.� FM12 ' FM11 61. 1 FM02 ' 3 ' ' STEP DN. 51h" , I o ' 20' 0' 6' 4" C.J. mZ _____a 1 Q I 2 0 5< I 3'8" 7'0" 2'8" N v _ ~ FF2.5 CO 2 ■ I � ' 4" ' FM03 m I , g ' FM09 I Nzo o 3 , , ------------------------a I --------------- - , ■ ■ ■ ■ ■ (2) #5 BARS W/IN—/ EACH F.C. TYP. @ EA. 2' 0" ,LS' 0" SIDE OF OPENING I 4" FOUNDATION PLAN SCALE: 1/4" =1'-O" ALL ELEVATIONS k3L0 I T '1,o 0) � :0 CO No 7864 cu ST TE OF 8 0'. k XN% c� Q R t 4i p C?'�e`,• 11110, A N N c cwc c 0 N In eo 00 ° Z W or?Nrn B' B' �C a? v s; W W 6LL W duiw 3 € aZ O�mH �S a¢ z ��E �vULno 3 o N d Z (A ;4 CO m Eq Lu s E S N � Hl U O J '24, °-5 t6 � W .FDSENG.COM El 11 13 0 z � M z m o QN J �L a Y z o C9 a 4J m � a= � I tl 0 No _ W 0 (L O10 00, N cm � = dM E00 I U y 00 C If]VY C Q M O ® AA MG" Lif1M C'C" FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE RT Job Information: O V a tf 0 z a W o i a)�n C rn � 0) M CO m Z H� U 3 m c M� m a) a Q J ED:D m o —i CO U) 0 LO Model Name / Number: U 1820 cPlan Issue Date: 14 Thursday, December 12, 2019 KA PROJECT NUMBER: Y 1.9-8301 a, Sheet: A Of: N 3 m FOUNDATION PLAN DEC 3 1 ZQ LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 1820 x 3 5460 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 200 GEN UGHT'G & RECEPT. + APP. CIR. = 34,010 SUBTRACT 100 % OF FIRST 10,000-10,000 A= 24,010 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP.) 10,000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS @ 100% = 10,000 + 40% OF "A" = (.40 x 24,010) = 9,604 + 100% OF "B" _ (20,000) = 20,000 TOTAL WATTAGE = 39,604 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 165 ASSUMED EDGE OF WALL Q GM 2x6 WALL (FLOOR TO CEILING) 2.$„ USE 2 RED HEADS TO ANCHOR WALL FM24.1 ALTERNATIVE PROTECTION BARRIER N.T.S. 1112" VTR TO SANITARY SEWER PLUMBING RISER NOTE: ALL PLUMBING RISERS ARE TO BE VERIFIED w/ PLUMBING CONTRACTOR C VERIFY LOCATION Wp IN FIELD GFl III �IIDISC^^ONNET I BIBB nval BIBB INSTALL FAN BOX PREWIRE INSTALL FAN WP /gBOX PREWIRE GFI / INSTALL FAN �y BOX PREWIRE,11'"414.------------ - ----- --------------------------- 16 --- n, V I I i I CM o GFI , ', GFI o ,\.---- , \\, NSTALL FANFAN - \, PREWIRE /, �� / BOX PREWIRE I I I GFl '�FII GFl i 20 GFI . eN GFl O - - ISP , ` MICRO/ HOOD FOR D/W ; \0 G I � I 00220 I I _ I GFI I Ire I I , LI - GFl PB GFI @ IP ELECTRICAL W.H. 220 42" AFF PANEL ' i 6 :ATTIC ELECTRIC � ¢ IF REQ'D BY CODE - ONN mw� U Z0Z086 QD.aw w�wx 0 a i5>2 GFI@ o m ¢ a GFI 42" AFF o m N w FOR GARAGE w a ww w o DOOR OPENER z g p o wG ________________________________------_, , I � I � I i / DOOF BELL IWP i GFI 220 I i r-- - ---_ i , I I i CEN. OF WALL c z 3 I y 3 � w ' U I li r COACH / LIGHT � I ----------------- COACH LIGHT COACH LIGHT I I I_ INSTALL FAN. BOX PREWIRE I I i I I 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 36"AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42 CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND 6th EDITION FBCR, ELECTRICAL CHAPTER 34 THRU 43, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCls (ARC FAULT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT IN ALL DWELLING UNIT PER 6th EDITION FBGR E3902.16 j, ALL 15 AND 20 AMP BRANCH CIRCUITS ARE REQUIRED TO BE ARC FAULT PROTECTED. 7. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED INALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70-14. SUCH DEVISES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 8. COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE PERMITTED IF EACH MEETS THE APPLICABLE UL STANDARD. 9. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 10. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 11. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 12. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL2017 THAT HAS A MINIMUM SOUND PRESSURE RATING OF 85 dBA AT 10 FEET, AND EITHER HARDWIRED OR OF THE PLUG-IN TYPE. THE EXIT ALARM SHALL PRODUCE A CONTINUOUS AUDIBLE WARNING WHEN THE DOOR OR WINDOW ARE OPENED. 13. ADD GFCI PROTECTION TO. RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' IF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLESTS SHALL NOT BE REQUIRED ON AWALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THE 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. PER 6th EDITION FBGR E3902.6 14. IN ALL AREAS SPECIFIED IN N.E.C. 210.52 AND IN 6th EDITION FBCR E3901, ALL 125 VOLT, 15 AND 20 AMPERE RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. PER 6th EDITION FBCR E4002.14 AND NEC 406,12(A) 15. RECEPTACLE OUTLET IN GARAGE FOR GARAGE DOOR OPENER TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI). 16. ALL PERMANENT INTERIOR AND EXTERIOR LIGHT FIXTURES TO BE 100% CFL BULBS ELECTRICAL LEGEND ® SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT t3 THREE-WAY SWITCH FLOOD LIGHT $4 FOUR-WAY SWITCH $DM DIMMER SWITCH tU FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE -ji U n U .[L TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT rn ,2 DOOR BELL CHIMES (i WP EE WATER PROOF W/ GROUND FAULT 0 220 VOLT OUTLET O— DOOR BELL ® SPECIAL SERVICES OUTLET D0 P DISPOSAL T.V. CABLE OUTLET DISCONNECT SWITCH . TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING El JUNCTION BOX WATER PROOF RECESSED LIGHTING O THERMOSTAT M7 BATH FAN O LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT LC INTERCOM SYSTEM L.E.D. DISC LIGHT OMI GARAGE DOOR PUSH BUTTON ONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED AS UNDERGROUND WITH ELECTRICAL CONTRACTOR MP SERVICE 200 = 2/0 COPPER OR 4/0 ALUMN. IN 2" CONDUIT MAIN DISCONNECT 200 AMP A/C DISCONNECT ES SERVICE BY POWER COMPANY # 14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL # 12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER 4 # 8 COPPER TO RANGE INTERSYSTEM—" # 8 TO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD W/ MIN. 8' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. 0 N N w a`d g m 0 W Ogg ik 00 ik u uBWCti—, w 9i �`o=Om CLtj v�LLgm 4, �I✓Q.�'.? a a z yr a ro m O Ecl LL 3ON g $Ed o c g o U 2 3 y r @ " W .FDSENG.00M ❑ ❑ ❑ 2 N — N O m z m � z m a z — s = n' o W� o 5 y g i--� w � 0 E w� W � c m O BNE 000 a '. = 0 oo U V — 5 m ¢rno� I,am o ms Homils o` FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 PORT ST. LUCIE IVI Job Information: O O N d � m z 0 C \ / � m N N <%-I r0 I- V m fn co N 'a QJMLUZ) M o W J (n (n � U_ VI Model Name / Number: 1820 VI Pian Issue Date: Thursday, December 12, 2019 ELECTRICALPLAN Vj KA PROJECT NUMBER: SCALE: 1/4" =1'-O" x 19-8301 ALL ELEVATIONS r o Sheet:. /6 ti /i-1' N ELECTRICAL PLAN 12 61 OF LITE TEXTURED DECORATIVE CEMENTITIOUS COATING - FIN. FLR - BEARING @ ENTRY TOP OF BLOCK FIN. FLR_ — - TOP IF E 0 BO FIN 48' OFF RIDGE VENT 11 33/2 SH 48' OFF RIDGE VENT 48' OFF RIDGE VENT W'DOW HEAD HGT op i0 48" OFF RIDGE VENT TOP OF BLOCK FIN. FLR. LEFT ELEVATION "D" SCALE: 1/4" =1'-O" 12 6 TOP OF BLOCK _ - i O LITE TEXTURED DECORATIVE C0 CEMENTITIOUS COATING 25 SH - FIN FUR. e RIGHT ELEVATION "D" W'DOW HEAD HGT �o LITE TEXTURED DECORATIVE � CEMENTITIOUS COATING . FLR. 25 SH DBL 25 SH 25 SH 2868 FRENCH DOOR REAR ELEVATION SCALE: 114" =1'-O" SCALE: 1/4" = V-O" FALSE DECO. SHUTTERS SEE DET. ON THIS SHE 4 X 12 BRACKETS iv DENOTES FLASHING LINE TOP OF __... — -- X 7' 32 PANEL RHEAD DOOR 3068 DOOR W/ (2) 1068" S.L. AND 16 H TRAIN. ABV. DOOR STYLE MAY VARY REFER TO SPECIFICATIONS I VENTILATION CALCULATION Formula = SF / 300 / 2 * 144 = not sq Inches of venting needed equally for Intake and exha Soffit product: provides 4.12 net sq in / sf Rid event provides 5 18.00 net sq in/ -- Off ridge vent provides 138.00 net sq in / sf Overhang distance _ 1.33 ft S.F. of Areato be vented(.SF) 2409 s.f. Total needed for exhaust for upper 1/3 578 netsginches Total needed for intake (soffit area, dower) 578 net sq inches Numberof Off Ridge Vents for upper 1/3 needed 4 L.F. ofRid a Vent needed (can be used in combo with ORV) 32 ®I pBLd •'GEM 5 55� ea N e�O J�oj S v` No 864 r cli 14 e9 TC OFG' aUEi i V ^ • A 0 a 111 d gsWgW ( ro Z W Er! O� a� uw Saa W Q Nbm o. W4.4 s i = 9:�(OHO 46 % = � z V� � MR m m a QrU d i a r A� W a $v 0 55 Uf?n V .FDSENG.COM ❑ ❑ ❑ v 0 M m Z C4 ppr 9 M p m Z ,o ZM LL � Z n o C9 c U y w 'I� 'w h N O v p' 1 _ E V W E w p g � c m o (a = w4, m �� V B N E OD 0 . 5C wvY OQ ¢rnd& �m A DAMS HOMES m FLORIDA CONTRACTORS LICENSE NO. CRC1330146 v 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: BRG. @ ENTRY a !0 —_ a z IL LEa --- TOP OF BL K 8 at o a 0 In W'D W HEAD GT W m c o6 0 oz��� 'm 4� o e m m a 4 (� J W� LO In uo °° ° _I m � f0 N Model Name /Number: DBL 25 SH 1820 aV Plan issue Date: LITE TEXTURED DECORATIVE Thursday, December 12, 2019 CEMENTITIOUS COATING KA PROJECT NUMBER: FRONT ELEVATION "'ID". " 1s-s3o1 � Sheet; 5 Of: ti SCALE: 1/4" =1'-O" Q pllu rf­� SEE DET. TB03 G.C. TO PRI BLOCKING' W/ APA REI FOR SPAN I 7/16"OSB SEE DETAIL 0 a Y 20'-0" MAX 20'-0" MAX ** ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING THICKNESS IS 1S/32".) IF 16/32" IS USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP ECTIONS EQ. w Q CONTINUOUS BOTTOM CHORD v BRACING 2R 4 MIN. SEE DETAIL TBO4- - - - "X" BRACE SEE q )VIDE DETAIL TB01 'a -0 COMPLY :OMENDATIONS - 0 MATING OF - q V - - - TBO3/S4 - - - - - - o 4 Q 4 d - - - - EQ. " s 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 NITS 4 FT. O - ------------------------------------------------------ 1 4 FT. OI O 'O 2 " 1 - 5 FF. 4 FT. O / 0 5 Fl . 4 - O2 I ` j OO4 --4 FT. -0 - G O ----------- IF4 FT. O O KUUI- NAiLIINU LUINC a I-NUI A I O. NAIL AT BASE 2ROWS @4"O.O..W/8dCOMMON NAIL . ROOF NAILING SCHEDULE. O NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL O NAIL OPENING PERIMETER @3"O.C.W/8dCOMMON NAIL NAILING ZONES (SHINGLE AND TILE) ZONE 1: Sd RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD O NAIL INT. AT 3" O.C. WI 8d COMMON NAIL ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN. FIELD O STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD (NOTE: IF 518" 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/ Sd COMMON NAILS @ 4" O.C. O (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 1 1/2"PLYWOOD OD LE OR ROOF SHEATHING: (APA RATED EXPOSURE ) 0 (TILE) MEMBER IF GABLE END SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO NOTE: Sd NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2" DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8'. ALTERNATE PANEL WALL SYSTEM (PREFAB) ATTACH WALL SHEATHING W/ STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM 1/8' SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW 16GA x 13/4" STAPLES & 2" O.C. ON EDGE & 4" O.C. IN FIELD. FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1 8" 15/32" OSB (2)- 2x TOP PLATE 15/32" OSB BEYOND EXPOSURE 1 EXPOSURE 1 SHEATHING SHEATHING II II II I II II II II n u PROVIDE I II BLOCKING AS 11 II REQUIRED PER 11 SECTION X-X IF NOT FULL II II HEIGHT SHEET II II II II II 11 © LOOR SYSTE 2x RIBBON VERTICAL OR BLOCKING BETWEEN FLOOR II I I II II II SOLID 2x w o I I II II II BLOCKING @ ALL = pl III h II II SHEATHING W;� III II II 11 I EDGES (SEE 26 III III III II C II 1 SECTION X-X) 03 II I pl OPENING III II I - - III - II II II 1011 - - II II III II II 11 r'W71°D -1� 2xSTUDS III II II 1111 II II II BEYOND. y I I I I II I I I 11 II II SEE PLAN o y III I I I II I III II II I N 3 11 161 11 I III II 11 - II I I _ I _ 1 HORIZONTAL WA EVATION DIAGRAM "S" = NAIL SPACING 2x4 P.T. BASE PLATE BEYOND SEE PLAN W z W, o. 0 a J W �2 LL O O n ¢rO�n O N M LL Er %nw00 N W M LL W LL SYSTEM AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF 8" TURNED VERTICAL W/ 7/16" FLITCH PLATE TO W/ (2)12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL I 4" I S /2" W/ (4) 8d NAILS I S 1/2" (2) 8d NAILS @3" O.C. S /2" ALTERNATING STAGGERED SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING BLOCKING SECTION X-X *CONTRACTOR TO INSTALL EITHER HORIZONTAL OR VERTICAL BLOCKING AS SHOWN, BOTH ARE ADEQUATE TB13 WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. ROOF CRITERIA -16" OVERHANG @ EAVES U.N.O. -12" OVERHANG @ GABLES U.N.O. -SQUARE CUT FASCIA -ROOF PITCH PER ELEVATION SHINGLE LOADING SEE STRUCTURAL NOTES AND NAILING SCHEDULEFOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. W FROM RIDGE FASTENED AT EACH JOINT W/ (2) 10d & (2) 10d TOE NAILS @ EA. END 2x4 PANEL BLOCKING @ 48" O/C FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. TOP & BOTTOM ATTACHED W/ (2)16-d TOENAILS M nP.A� 0 Z Q a U) U O N > > c-I M ti > r_ > ti > t` ti > N > r� > I- > > > r� > L17 > M > r-1 C3V C5V 'SjG > m F 2A RAK BR T>CN I,, 04 rI 11 C5V X� 1 C A08 3/12 VLT 10'-0" CLG 3/12 VLT A07 (2) D D 2) A06 A05 A04 A03 A02 A01 A01 3/12 VLT --' 10'-0" CLG A01 10'-0" CLG 3/12 VLT A01 A01 A01 A01 ODD SPACE A01 A02 A03 A04 3/12 VLT 10'-0" CLG A09 3/� 12 VLT A10 8' O" CLG A11 ODD SPACE > y Al2 L C5V B01A `) > > > > 3V B01A w w w v v 1 10'-0" CLG B01 rH BRIG. 8'-0" AFF C W/ KNEEWALL w w w w TO 1.0'-0" AFF TRUSS LAYOUT I'D" SCALE: 1/4" =V-0" D01 8'-0" CLG D01 D02 fi W W W �, W �, W �, W �, W �, W �, W GE21 S4 BACKNAIL W/ (2) 16d NAILS 2X4 OUTLOOKER @ 241, O/C TOP CORD BLOCKING FOR SIMPSON H2.5A FIRST FOUR ROWS OR EQUAL @ EA. OF TRUSSES @ OUTLOOKER 24" MAX EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH WHEN GREATER THAN 3'-0" (SEE TABLE) GABLE TRUSS /2" COX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED (2) 16d NAILS W/ 10d NAILS @ 6" O.C. E G SAND 12" O.C. FIELD TRUSSJACK SEE PLAN FOR 294 "T" ON TOP OF PANEL BLbCKING, FASTEN WITH L 2X4 BLOCKING W/ VdXW @ 4" O/C (2) 12d TOENAILS CMU WALL OR BEAM BELOW TRUSSES (SEE PLAN) - GE 21 SECTION @ DUTCH GABLE 1 3/4"=V-O' O SIMPSON - CONNECTOR SCHEDULE USP-CONNECTOR SCHEDULE MARK TYPE CONNECTOR & FASTENERS SPF SYP CONNECTOR& FASTENERS SPF SYP OA FRAME TO HETA16w/(9)10dxl VTOR 1810 HTA16 w/(10)lN x 11/1' OR 1585 1870 MASONRY HETA20 w/(8)10dx 112' HTA20 w/(tO tOdx112' ) O FRAME TO H2.5A w!(10)8d NAILS 535 565 RI7Aw/(10)8d NAILS 515 585 FRAME FRAME TO H10Aw1n S)lWx111T 1015 1040 RTt6AWn7)I0dx 1 Irr $95 1020 © FRAME H10M2w/(18)70dx112'AT2PLYTRUSSES 930 logo RT16.2w/(1")lWxl 1WAT2PLYTRUSSES M 1060 TO MTS12w/(14)10dx 11/2"(AT EXTERIOR MTW12w/(14)l Ddzl 112'(ATEXTERIOR 700.5 1195 OFRAME FRAME LOCATION INCLUDE (3)12tl TOENAILS) B80 890 LOCATION INCLUDE (3)12d TOENAILS) OFRAMETO MGT wl(22)lW NAILS AND 59' A.T.R.WIr g330 3965 MUGT15 w/(28FN NAILS AND 518"AT.R.W 3330 4495 MASONRY EMBEDMENTw/SIMPSON 'SET' EPDXY 12"EMBEDMENT w/31MP80N'SET"EPDXY FRAME TO HTSM w/(24)10d xl 112'(AT EXTERIOR HTW20w/(24)10dz 1112'(AT EXTERIOR 1285 1530 O FRAME LOCATION INCLUDE (3)t2d TOENAILS 1245 1310 LOCATION INCLUDE (3)12d TOENAILS FRAME TO (Z) HTS2DwA48FW x 1 12" (AT EXTERIOR (2) HTW2D w/(4SL d x 1 12' (AT EXTERIOR 2570 3060 FRAME LOCATION INCLUDE(6)12d TOENAILS 2490 2620 LOCATION INCLUDE(e)l2d TOENARS(EA) HGT-2w/(/6)10d NAILS AND(2) 5'8" A.T.R. HUGT2 w/(16)10d NAILS AND (2) 5J8" A.T.R. © FRAME TO w/12" EMBEDMENT wl SIMPSON SET" 1069D w/12'EMBEDMENT w/SIMPSON "SET" 7020 R790 MASONRY EPDXY (1GT3 FOR 3-PLY) EPDXY (HUGT3 FOR 3-PLY) FRAME TO FGTR w/(18)1W x 3"SDS WOOD SCREWS RFUS W(12) W83 WOOD SCREWS AND 7100 O MASONRY AND 12) 1Z x 5'TITEN HD ANCHOR BOLTS 3400 4725 (4)3l4"x&"WEDGE-BOLT (1) LGT2'WI(16) 1 W SINKERS J1 FRAME TO &(7)1/4"x2.lWTITEN2 1750 20M MASONRY SEE NOTE N6 BE O FRAMETO MASONRYI (2)LGT2 w/(32) 16d SINKERS A(14) 1/4+ x 21W TITEN(2 PLY TRUSS) J600-M 4000-M (2) LUG72 w/(32) 16d SINKERS &(10). 1/4"x3"WEDGE-BOLT (2 PLY TRUSS) 31MM 3100-M gy(o-F 37]0.F 380PF 4520.E FRAME OR 123) led SINKERS FOR FRAME (EA) OR (32)16d SINKERS FOR FRAME (EA) FRAMETO (2)LGT3 w/W)1/4"x 3* SOS SCREWS 4730-M(2) LUGT3 w/(24) 1/4"x 212"W825 7050.M J3 MASONRY / & (8) 318" x 5" TREN (2 PLY TRUSS) sDio-F $01" ON"657� 69so-F SEWS & (4) 3RP x Y WB (2 PLY TRUSS) MW-M 61eo-F 7nD-F FRAME OR (52) 18d SINKERS FOR FRAME (FA) OR (56) iBd 31NI0=R3 FOR FRAME (EA) BEAM TO HU410 OPT HUC410 w/(18)16d&(10)1Od GMW HD410 OPT HD4101F W 121)) IM&(10) IM G#3080 O BEAM NAILS U41895 NAILS U#1950 TO HL1410 OPT HUC-410 w/(18)TMEN G#4500 HD410 OPT HD41 OF w1(20) 1W X 3" G#3355 ©BEAM MASONRY 1/4" x23/4. 8 n 0) 1 Od NAILS UNISM WEDGE -BOLT & (10) 10d NAILS WSW BEAM TO HU400PTHUC46w/(S)IDd NAILS& G#1540 G03000 HD46OPTHU46w/(8)10d NAILS& G#1625 0#2015 L2 MASONRY/ (12)1W x 2 N4'TITEN(TO MASJ U#980 U#1136 (12) 1W x 23W TAPCONS TO MASJ U91030 WSW FRAME OR n2)16d & IS)10d (FOR FRAME) SYP-F SYP-M OR (12)16d & (6)1N (FOR FRAME) SYP-F SYP-M OFRAMETO (2) HETAI6OPT (2) HETA20 t.PLY w/(10) 1 Od x 112' OR 1920. 1920 12) NTA16 OPT (2) HTA20 1-PLY w/n 0)10d xi Ire OR 18]0 MASON 2-PLYed(12)1Sd 2365 .36, 2-PLYw/(12)18d 2430 HTSM 16 w/(8)tOd NAILS AND (4) 1/4'5Q 1/4" 966 1710 HTWMi6w/(VGd NAILS AND (4) 1/4-xi W4" 1145 1226 TAPCONS WEDGE -BOLT O FRAMETO O OR MASONRY NTSM20 w/(10)1 Od NAILS AND (4) 1/4"Q 1/4" 955 1110 HTWM20w/(I 0)10d NAILS AND (4) 1/4M V4' TAPCONS WEDGE -BOLT 1145 1225 ©FRAMETOMASONRY H108 w/(8) N x1 11r NAILS AND (2) LBY4' 780 910. MASONRY TITAN HD DTTZZ w/(8)1W x112 SDS WOOD DTS-TZw/(8) 1W x110 WSI5 WOOD OO FRAMETO SCREWS AND(1)la- O A.T.R. EPDXIED w/ 18M 2145 SCREWS AND (1) 12'O ATA. EPDXIED w/ 1510 1835 MASONRY SIMPSON "SEE (SEE NOTE #4) SIMPSON'SEr (SEE NOTE #4) HTT5 wl(26)1 W)a1 ' NAILS AND (1) 5/8' S HTT45 w/(26) 16d x21/T NAILS AND (1) ® FRAME TO AT.R. EPDXIED wl SIMPSON -SE T" 4375 Wool I 518"e AT.R. EPDXIED w/SIMPSON"SET' - 5005 MASONRY (3EENOTElMBELOW) (SEE NOTE #4 BELOW) HTT4 w/(18) 16d x210 NAILS AND (1) 5B'9 KT745 W(18) 160 x212' NAILS AND (1) ®A.T.R.EPDXIED FRAMETO .1 SIMPSON "SEP 3640 4235. I 5W8 A.T.R. EPDXIED .1 SIMPSON SET'. - 4100 MASONRY (SEE NOTE #4 BELOW) (SEE NOTE #4 BELOW) OT F ME TO H10S W (24) 10d x1 12' NAILS 795 910 LUGTI w/ (23) M z11/r NAILS . 876 1046 RR OFRAMETO - HM9KT w/(4)114"xl 12" SOS WOOD 760 760 RT16Mw/(9) 10d x 11Q'NAILS& 1395 1395 MASONRY SCREWS 8 (5)1/4"1d 1/4" TAPCONS (4)1/4" x 1 3/4' TAPCONS FRAME TO VGTWF1)I1*5 "SDSWOOD SCREWS& O MASONRY F1 SWO A.T.R. EPDXIED W SIMPSONSET' 35M 4940 W 12" MIN. EMBEDMENT FRAME TO (2) VGT WI (32)1Wa' SDS WOOD SCREWS OW MASONRY & (2) WS-6 A.T.R. EPDXIED wl SIMPSON 5170 7185 'SET' W/ Ir MIN. EMBEDMENT FRAMETO VGT w/(16)1/4'x3"SDS WOOD SCREWS& MUGT15 w/(22)tOAIL48 NTT45 wl (18) tl N O PRIAME HDU43DS2.5 W (10)1N"x2112" SDS WOOD U85 4565 1od NAILS 5B"9 A.T.R. - 4180 SCREWS & III W" 6 A.T.P. OFRAMETO (2) HITS W (52)1WW 1Y2" NAILS & 4375 SOBo (2) HTT45 w/ (52)16d9Q 1Y2' NAILS 5005 FRAME (1)5/8.8 ATA.(SEE NOTE #4) & 11) 518"e AT.R.(SEE NOTE IN) 6ENEC01 CONNFI`TOY NOTFA 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 PLY TRUSSES, SCAB ON FULL HEIGHT SYP #12"K4" TO TRUSS VERTICAL WEB W 121 ROWS OF IM NAILS O W O.C. STAGGERED. 5. MINIMUM AT.R. EMBEDMENT: S" EMBEDMENT FOR I2' AT.R. W EMBEDMENT FOR SW A.T.R. r EMBEDMENT FOR 70 A.T.R. (IF AT STEP, DEPTH IS FROM LOWER SLAB). 6. SCAB TRUSS CHORD w/4'.0-&SYP #2(MATCH CHORD LUMBER SIZE) w/(2)ROM 1W@4-FROM END &4"O.C. STAGGERED; CENTER AT CONNECTOR LOCATION AS MUCHASPOSSIBLE OA MINIMAL CONNECTOR UNOON FRAMING PLAN 1. CONNECTIONFOR ALL ROOF FLOOR TRUSSES TO MASONRYWALLS/ LINTELS/ ICF WALLS UNO ON PLAN OR 32" O.C. IN VERTTCAS FOR AL FLOOR TRUSSES PARALLEL TO MASONRY 2 CONNECTION IN L O T IL FOR MORE INFORMATION WALLS SEE DETAIL MORE WAL E ET AMi LL 3. CONNECTION FOR ALL HIP J ACF JACK) TO MASTOP a- O.0 MAXLS W/ CONTINUOUACK SR IM MASONRY w/(2)AT EACH 4. CONNECTION FOR ALL CONTINUOUS RIMBOARD TOTOP WMASONRY IC3r E) LAYOUT CORNER. G.C. TO LOCATION DOES NOT CONFLICT (IF APPLICABLE) LAYOUT OR TRUSSES OD 5. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALVBFAM9 w/(2)12d TONAILS 42 MINIMAL CONNECTOR UNO ON FRAMING PLAN. 1.. CONNECTION FOR JACKTRUSS TO WOOD WALL OR BEAM © MINIMA CONNECTOR UNOON FRAMING PLAN 1. CONNECTION FOR ALL TRUSSES TO INTERIORIEXTERIOR BEARING WOOD WALLS AND/OR BEAMS CONNECTOR! CHEDULE FOR ADAMS HOMES -1820 CON NECTORID ELEV D . BEARING TRUSS ACTUAL CONNECTORUPUFT FASTENERS NOTES TRUSS ID POINT UPLIFT DESIGN RATING CIV- C5V, El, E7V, H1, H7V L/R 307#or less HETA16/PERTRUSS MFG 1810# (9) 10d. 1-1/2" A01- A06, A09, A10, D01, D03 L/R -804#or less HETA16/HETA16 1810#/181W (9)10dx 1-1/2" (9) 10d x 1 1/2" 1810#/1040#/ (9)10dx 1112" AI1,A24 L/M/R: -932#or less HETA16 j H10A/HUA16 1810# (18)10dx 1-112" (9) 10d x 11/2" 8018 L/R -834 #or less H10A/HETA16 1040#/1810# (18)10dx 1-1/2" (9) 10d x 1 1/2" (. 1040#/ 1810#/ (18) 10d x 1-1/2" B01, BOLA, 811 L/M/R -615#or less H10A/HFTA16 HETA16 1810# (9)10dx11/2" I ,. (9) 10d x 1-1/2" (9)10d x 1.1/2" HETA16/(2)MTS12 /(2)MTS12/ 1810#/1980#/ (28)10d x11/2" A07 L/M./M/R -715#cr less HETA 16 1980#/ 181W (28) 10d x 1-1/2" (9) 10d x 1 1/2" (10) 10d x 1-1/2" (2)HETA16/(2)HTS20/(2)HTS20 1920#/2620#/ (48)10d x.1-1/2' qb: ! LjMjM/R 1859#-Mess /(2)HETA16 262W/1920# (48)10dx 1-1/2". (10)10dx 1-1/2" TRUS5MANUFACTURER _PRflRr un_ DATE OF LAYOUT DATE OF TRUSS CUT SHEETS:_ 12/9/2019 L=LEFT, R= RIGHT &M=MIDDLE BEARINGS BEARING: LOCATIONS ARE REFERENCED TO TRUSS MANUFACTURER'STRI MSS DRAWINGS. ALL CONNECTORS ARESIMPSON PRODUCTS ROOF FRAMING NOTES 1. SHINGLE ROOFING SYSTEM OVER MIN" 7/16" OSB ON PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. (SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPE AND OTHER INFORMATION. 2. THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSB . -EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2x4 #2 SYP WITH (3) 10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH 8d NAILS AT 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 BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL. FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISEDW/OUT WRITTEN APPROVAL FROM FDS, FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 C.M.U. OR ICE WALL ° METAL DRIP EDGE S2 X SUB -FASCIA SEE TYP. WALL SECTION ALUM FASCIA 2x4P.T, FASTEN TO IE C.M.U. w/ 1 1/2" LONG T-NAILS@ 2'-0" O.C. SECUREJ-CHANNEL @ 12" O.C. VINYL G.C. SHALL VERIFY SOFFIT MATERIAL CAPACITY TO RESIST THE DESIGN PRESSURES VJR SPECIFIED FOR COMPONENTS AND Q'(-ADDING WIND PRESSURE TYPICAL SOFFIT SUPPORT DETAIL 3/4'=1%0' <'`% p,6L0,'ro "4 0) i s� 9 EN •'4 r, O v' 87864 e 04 * b; aw 9 TATE OE Z» E i :0 O 1 ✓oslrs 2� NA',- , L i F- i = r, .1 10 10 s} C M S.E' S eN-1 N W m IS I? 8 (0e-I r O gS.w w IOco N 00 c N tiB , Z LLI NN 8o�9 � � e C p C'fP 17Nh fi flI W Q 121 Uj a �m w'Eg Z v a'xm LL 0 In �9" 3 z o 0 r 92 In Z Q� � N� �� mmm m dg r4 �, NI LLW a oo ¢ O �- 0'd5 U F- 0 0;? 2,5 r 2'.7 WWW.FDSENG.COM ❑ ❑ m (JI M M O z 0 a v - s c a S Z (V)/1� V +� N m w (� I) E E 0 O W0 wa c m 03f U ONE w Op o p Yj O = n N " V ��� 00. ¢rnoaoo jjfA.\DAMS HOMES 9 - m FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY = GULFBREEZE, FLORIDA 32563 w IE DIVISION LOCATION: PORT ST. LUCIE Job. Information: N m ry S O y a `o LL aJ F FLZ a O a m W 0 y m m ron m Z c-I '!. . . '�' Vi 4)0 FE W p_jw� ° JCOcn0 u) � J Model Name /Number. 1820 TT Plan Issue Date: Thursday, December 12, 2019 mVI KA PROJECT NUMBER: 18-8301 "H Sheet: /� Of: `N/ ROOF PLAN FILE QED 1 Zot LINTEL BEAM: 1 COURSE LINTEL BLOCK W/ 1 # 5 BAR & 3000 PSI GROUT, MIN. 25" LAP (ACI 530) CONC. SLAB SEE FOUNDATION PLAN FOR MORE INFO— Tno��IIII NONSHEARWALL SEGMENT TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. —FILLED CELL: FILL BLK 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 V MS021 TYPICAL SHEAR WALL SECTION I N.T.S. I TYP. TIE BEAM W/3000 P.S.I. CONC. W/1 #5 REBAR CONT. �SIMPSON SP4 W/(6) - 10d X 11/2 SP6 OR SP8 FOR 2x6 AND 2x8 WALLS `—DOUBLE 2x TOP PLATE STANDARD HOOKS SEE MS05 FOR MORE INFO TYP. FILLED CELL W/3000 P.S.I. CONE W/1 #5 REBAR VERT. INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL 8" C.M.U. 2"x #2 SYP/SPF P.T. W/ (3) 1/2" X 8" "J" BOLTS OR (3)1/2" X 6" EXPANSION ANCHORS OR (6) 3" X 1/4" TAPCONS OR (8) 2 7/W HILTI TIX-DNI NAILS 2x BASE PLATE SEE PLAN FOR MORE INFO MS031r rA r.r� 1�.h, a r. , ,," ,., I N.T.S. I axAnnnrnv nnnrnlrnrtnnt ncTnu #5 REINF. 20" MIN. LAP BAR 9 43 OR #4 REINFORCING BAR B• 93 &SAP SPLICE 25" MIN. LAP #5 STD. 90° HOOK 15 REINFORCING BAR #5 ep p ICF SCALE:1'=1'O" 3636.LAP I• #6 REIN i GRADE 40 U.N.O. #R LAP SPLICE MSO5I REBAR SPLICE DETAIL - GRADE 40 1 N.T.S. ATTACHMENT REQUIREMENTS SIZE I TAPCONS SPACING # ROWS 2 x 4 1/4" X 2A/." 12' O.C, 1 2 x 6 1/4" X 2-A" 12" O.C. 2 2 x 8 1/4" X 2-A" 12" O.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. PRECAST y .LINTEL w (2) 2X P.T. BUCKS W/ 1/2" O.S.B. BETWEEN FASTEN PT 2X NAILER TO MASONRY IF DOUBLE 2X NAILER IS USED, USE 1/4'X 4 1/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED I MS11I 2x BUCK DETAIL I N.T.S. I LINTEL CHART wl GRAVITY &UPLIFT LOADS FOR: 1820 D STANDARDLINTELS ' LINTEL MARK - LENGTH SAFE GRAVITY LOAD;I# PLF) APPLIED GRAVITY LOAD I# PLF) SAFE UPLIFT LOAD (# PLF) APPLIED UPLIFT LOAD I# PLF) BEAM COMPOSITE 1 17'-4" 950 172 405 92 8F16 - 1B / 1T min. 2 7'-6" 2661 171 1624 89 8F16 - 1B 1T 3 4'-6" 6113 1 133 2707 81 1 8F16 = 1B 1T 4 14'-0" 1002 168 560 154 8F16 - 1B 1T 5 2'40" 6113 770 3524 ' 399 8F16 - OB 1T 6 7'-6" 2661 770 1624 399 8F16'-1B 1T 7 4'-6'r 6113 770 2707'- 399 8F16 - 1B 1T 8 )KM & LiHUU I b-ULIU BAR CONT. RM85 12" LINTEL DETAIL 3/4"=1'0" LINTEL PLAN SCALE: 1/4" = V-O" 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, B" 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, PRO-CRETE F=RULED WITH GROUT / U = UNFILLED #5 REBAR AT TOP R = RECESSED MIN. (1) REQ'D 1-1/2' QTY. OF#5 CLEAR REBAR 6 BOTTOM A �OF LINTEL CAVITY t- TOP KNOCK OUT aLINTEL BLOCK 8F16-1B/1T ` = COURSE mo 1 A� GROUT :. OMINAL `QUANTITY OF WITH � - #5 REBAR AT #6 REBAR AT TOP ,0 8070M OF NOMINAL o UNTEL CAVITY HEIGHT BOTTOM REINFORCING ]b/8"ACTUAL PROVIDED IN LINTEL (VARIES) TYPE DESIGNATION 8" NOMINAL WIDTH GENERAL CONCRETE LINTFI. MATFRIAI R PFNFRAI INSTAI I ATION NOTFS 1. fc precast lintels = Sam PSI. 1. Provitle full mortar heed and bad johns. 2, fc pfeSVessed lintels=6000 psi. 2. Shore filled lintels as required. 3, grouted per ASTM COTE £g= 30M pal w/ 3. Inotallation of lintel must comply whh the architectural and/or structural drawings. 4, aximum 3/8" aggregate and 8" to 11' slump. 4. 4Lintela are manufactured with 6 S/2" long hatches at the ends to accommodate 5. Concrete masonry units (CMU) Per ASTM C90 w/ vertical cell reinforcing and ®'outing. minimum net area compressive strength =19M PSI. 5. All lintels nectar exceed L/360 vertical daflaction, accept lintels 11'4' and 6. Rebar Par ASTM A515 Grade 60, longer with a nominal height of 8" meet or exceed 11/180. Prestressing mend Per ASTM A416 grade 5. gotten,Cold added tabor to he located at the bottom of the lintel cavity. 7. 270 low relaxation. T, 7/32- diameter wire stirrups are welded to the bottom steel for mechanical anchorage, 7/32 Wire Per ASTM A510. A. Cast O"Isce concrete may be provided in composite lintel in lieu of concrete B. Matter Per ASTM C270 type M or S. masonry units, E.Safe load ratings based on rational design analysis par ACI 318 and ACI 530 10. Florida Product Approval No. 158.1 a. The axtedor surface of lintels Installed in exterior Separate masonry weirs shell have a coating of stucco applied in accordance with ASTM C926 or other approved cooing, 12. lintels loaded simultaneouey with veritoel (gravity and upla) And horizontal (lateral) ISeda Ahead be chocked for combine loading with the fallowing equation: Applied vertical load Applied Irorizontal load 1.0 Safe veNcei load Safe hotlmntal laatl WOO WOO 8RF60B/1T 8F8OB/1T O O O O 8RF141B/1T 8FI&IB/1T Or. ^ O O © O 8F204B/1T O 0 0 0 0 0 0 ' 8RF22-1B/1T 8F24-1B/1T O O O © 81728 18/1T `0: O O 8F32 1B/1T PRECAST "U" LINTEL W/ 3000PSI CONIC. GROUT SHALL BE FLUSH AT OPENINGS SEE GENERAL CONCRETE WITH TOP OF WALL LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT HURRICANE r? R 10" STD. 90 HOOK ANCHORS HOOK (TYP.) E,• • • N w � • REBAR ON BOTH SIDES STD. 90 DEGREE rn OF OPENING U.N.O. ANGLE 3000 P.S.I. CONC. W/1 #5 DIA REBAR PROVIDE KNOCKOUT - BLOCK FOR FIRST - COMPLETE CMU COURSE BELOW SILL&FILL SOLID W/ (1) #5 BAR FOR ALL ' WINDOW OPENINGS is AND LARGE 8"x8"xIS. I CMU U.N.O. SEE FOUNDATION , SEE FOUNDATION PLAN PLAN h)R LOCATIONS MS01 I BLOCK WALL REINFORCEMENT N.T.S. TYP. BOND BEAM I 8"x8'x 16'K.O. LINTEL BLOCK FILL W/3000 P.S.I. CONG. W/1 #5 DIA, REBAR CELL FROM FIG. TO I BEAM WITH 1 #5 BAR MIN. TYP. DOWEL 25" MIN. LAP (ACI 530) .a\\\9111►ga.l 87864 aNi '. TATr OF Q" a �Orr, < c 0 5. �0 f— B= 7E¢ 91a CO IN N OD g ` ell y to 00 E-Tko. Nd LL E E = w r`d � .e O1 Z m 22 Uj j Sig W /� w o Q6y 5� a W W fi IY ZV OmtoVS ZZO age. "a N���y 3 r mm o tja;ysaLL Z Uj 4�"z QN < bBs§ p82pN c¢io3 ta��s r 9 @ WWW.MSENG.COM ❑ ❑ ❑ Z c0 Z N O z10 m o SO o VI —0 Z o cn a y Illy.. f0 O V) E — O w 22 D V,(13 � M _ U L° N E ID ' OPQ N Zt C, ® LO o -;r Qum ® AA MC YAM I@C FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: O O) a li G) z lL ED Wo Ln lb (D N z NL � a)I—YUM �a 0JLU� m o M V, .AJ 'A '0 LL Model Name / Number: 1820 Plan Issue Date: Thursday, December 12, 2019 KA PROJECT NUMBER: 19-8301 Sheet: S.1 Of: LINTEL PLAN -E Copy OEC S T 2x6 #2 SYP P.T. O SIMPSON HETA 16 W/ (2) IWI NII, EACH END SEE FLOOR PLAN WEDGE ANCHOR FOR BEAM SPEC. 0 c OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X U 1 1/2" STEEL LAG BOLT W/ WASHER. MIN. 6 PER " TRACK TO JAMB. m I„ II • N 5) 1/2" DIA. x 8" A.B. W/2" ( 1/2" X 8" A II •II " n n � Y o o 'I BOLTS WASHERS SET IN p 0 FILLED CELL W/ #5 TYP. FILLED CELL VERTICAL MIN. 5 PER JAMB. b " E F. L SECTIONAL � OVERHEAD " N " DOOR CONT. P.T. #2 WOOD SYP 2" X 6" l p / TRIM o o '•'; :' gin! S 0\\\11111���. gl0 TOf��p Q P «.•, R �i rn 2"x6" P.T. WOOD JAMB " "' „CN �O SF' r. .`�S�'�E v No 8 864 DOOR AND CONNECTION PERcN GARAGE DOOR MANUFACTURER GARAGE SLAB T e TYP. GARAGE DOOR 0'• E OF TRACK MOUNTING DETAIL T ly 5TA �' m !"ohs �w NOTE: DETAIL CD22 / S-2 MAY BE SUBSITUTED FOR THIS $ ft DETAIL - UNLESS NOTED OTHERWISE^ � a U MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.rs. � I CD21 ENTRY CMU COLUMN/BEAM N.T.S. 0 c E a 8$? N co N 00 �g w $8" w on0m ii Z m .N N ri Ti' .PBc `a�a W «mmg rc °'8"�� am9ao a BLOWN -IN R-30 INSULATION PER FBC c -LL � � LIi V a m AND ENERGY FORM SUBMITTED WITH x °e S� 'z C g w ¢-' 2F z O 0 BLOWN -IN R-30 INSULATION PER PERMIT APPLICATION PROVIDE BAFFLES AT EAVES (FOR VENTED ATTICS) Y € V y n o w` 6;,q N m E m m m O FBC AND ENERGY FORM SUBMITTED 12 12 ORv o $ aNGLES @ Q<=v 0 a WITH PERMIT APPLICATION PROVIDE BAFFLES AT EAVES SEE PLAN TILE ROOF (PERFIBERGLASS ELEVATION) OVER APPROVED UNDERLAYMENT '� e k ;LL LU o o h ❑ SEE PLAN (FOR VENTED ATTICS) PER FBCR 905.1.1 OVER APA c ; _ m = " O w FIBERGLASS SHINGLES OR PRE ENGINEERED WOOD RATED STRUCTURAL SHEATHING m � ~.FDSENG.CCM ❑ ❑ ❑ TILE ROOF (PER ELEVATION) i OVER APPOVED UNDERLAYMENT TRUSSES @ 24" O C. SEE STRUCTURAL NOTES ( � FASTENED TO TRUSSES PER ROOF T ,2 /'� ` C9 mo PER FBCR 905.1.1 OVER APA < NAILING SCHEDULE) �, /W' ' Z N 0 PRE-ENG. WOOD RATED STRUCTURAL SHEATHING ( SEE STRUCTURAL NOTES TRUSS ANCHOR (SEE PLAN) '�� SEE PLAN FOR y ^ z m 0 z w / ' ` a TRUSSES @ 24" O.C. FASTENED TO TRUSSES PER ROOF • BRG. HT. c p Q 'c o ' NAILING SCHEDULE) 1/2" DRYWALL .3 � W 0_am i ' TRUSS ANCHOR SEE PLAN ( ) TO BE INSTALLED ON OUTSIDE FELT PAPER OR . v ETAL DRIP EDGE TRUSS PLATE a v � / s �/' °0 Z o 0 „ „ „ << „ F FACE �_A� ,�. �^� I- ;'\%� h _ — _ — _ — _ — _ — _ 3/4" P.T. NAILER " • 2X SUBFASCIA ARCH' (TYP.) TYP. FRAME FOR BUILT-UP min N (.9 a n,N 1/2" DRYWALL •� PLANS 'SEE 4 4 w/ 2x4 POSTCORNERS UNDER EA W �_ "' I'+ tMETAL DRIP EDGE 2 X 4 P.T. PLATE END OF SUPPORTING BEAM. m E U 1/z" DRYWALL CONNECT ALL 2x STUD 2X SUBFASCIA CURTAIN NAILER n 16 1 x4 P.T. @ WINDOWS �, LINTEL BLOCK 1 x 8 P.T. @ S.G.D. „ O.H. W/ (1) #5 DIA. REBAR & NAILED w 8d NAILS @ 6" KEEP IN 3 4" FOR SHEATHING / / AND LATH WITH FINISH O.C. E _ , o UOQ TO TOP PLATE WITH (4) 16d TOENAILS SOFFIT. SEE ARCH. N 3000 PSI CONCRETE SEE ELEV. " TYP.) ALL SIDES / i (TYP.) FRAME FOR COR- ( o, o. I„ o a \ / = y m " c i(B `�%i U m -- PLANS PRESCHEDULE NTEL N oO �� \ Oo \O NERS FOR NON LOAD w £ w 000 1/2" DRYWALL SEE PLAN FOR HEADER SIZE SEE u p,4 nov '@ BEARING SIDES NAILED c Plp w/ 16d NAILS @ 8' O.C. m n o D d J i O , Q OPTION: 15/32" OSB EXPOSURE 1 ON O.H. 1/Z° X 8" 1-BOLTS \ -' ��' .MAXIMUM OF (3) - ZX PLATES MAY BE EXT. WALL W/ ALL EDGES BLOCKED. % TYP. 4 (1) CENTERED EA. ( ) COURSE HIGH A.F.F. DAMS HOMES ADDED BELOW THE HEADER W/ EACH SEE ELEV. SEE TB13 FOR NAIL ATTACHMENT. SIDE w/2" WASHERS ♦ i CMU BASE FILLED w/ CONC s1 PLY ATTACHED W/ (2) ROWS OF 16d (OPTION) STAPLE: 16 GA. 1 3/4" (TYP.) w/ (4) VERTICAL RENF W/ NAILS AT 8" O.C. STAPLE @ 2" O.0 EDGES AND FIELD. NOTE: 44" MAX. SILL HGT. ON r1 FILL CELL -(1) #5 DIA. HOOKS INTO FTG & AT TOP 2 I FLORIDA CONTRACTORS LICENSE NO. CRC1330146 ALL BEDROOM WINDOWS. n REBAR W/ 3000 PSI " CONC. ALL LOCATIONS OF COLUMN PLAN Al -Al 6 3000 GULFBREEZE PARKWAY VINYL FRAMED WINDOW w/ SCREEN " SHOWN ON FOUNDATION GULFBREEZE FLORIDA 32563 (G.C. TO VERIFY W/ FLOOR PLAN u & FLOOR PLANS n DIVISION LOCATION: LOCATION OF OPENINGS IN u t EXTERIOR wooD WALLS. IF NO SIMPSON LSTA30 SEE FLOOR PLAN PORT ST. LUCIE OPENINGS ARE INDICATED, FULL r w/11-10d TO BEAM FOR BEAM SPEC. z ♦ Job Information: STUDS ARE REQUIRED). V & TO FRAME BELOW 2 NOTE: 44" MAX. SILL HGT. ON r ALL BEDROOM WINDOWS. ' M —VINYL FRAMED WINDOW d0 `} WINDOW STOOL I W/ SCREEN ¢ / CEMENTITIOUS DECORATIVE PER SPECS „ PRECAST CONIC SILL i ' o r FINISH 7/8" THICK PER ASTM " . 2 C-926-98A " PAPER BACKED FOIL R-, I u ' ' - M O N n. 2X STUDS (SEE FLOOR PLAN FOR INSULATION AT CMU BLOCK WALL v "t a) MORE INFORMATION). SEE TB13 112" DRYWALL PER FBC AND ENERGY FORM u EXTERIOR FINISH - SUBMITTED WITH PERMIT ; W x Li To a ON SHEET 6 FOR NAILING INFORMATION FOR ' (SEE ELEVATIONS) APPLICATION �- R z O c r R-13 INSULATION AT EXTERIOR WALL SHEATHING. WOOD FRAME WALL PER FBC P.T. 2X #2 SYP. BASE PLATE I x 2 P.T FURRING FTG. DOWEL #5 DIA. REBAR I x 4 P.T. 17" IN CONCRETE - 25" _ F w o a; LO i c 0) AND ENERGY FORM SUBMITTED w/ 1/2 x 8 A.B. (OR 1/2" x 8" TTFEN BASE NAILER EXTEND (ACI 530) ABOVE SLAB. ALL LOCATIONS SHOWN SIMPSON HETA20 ' BUILT-UP CORNER 2x4 E > �0., m M d• m WITH PERMIT APPLICATION HD) w/2" WASHER AT 32" O.C. WOOD BASE Al , Al MIN (3) w/10-10d TO COLUMN c a) Lo BASE ---,,,.,MIN. 6" FROM END - SEE W507 FOR TERMITE SHIELD ON FOUNDATION PLAN ' OR 4X4 POST w/ 2X4 UNDER POST , EACH END .2 7 _ _ = M M 0)WOOD SEE FOUNDATION PLAN SEE FOUNDATION PLAN FOR ; OF BEAM „ FOR SLAB INFORMATION _ _ _ _ _ roP OF_SLAB _ _ � SLAB INFORMATION _ _ TOP OF SLAB � , ' NOTE: 2 X 4 P.T. PLATE o M W MLO O Ip L _ BOTTOM STRAPS MUST BE s y � • • / \/ J " 00 INSTALLED ON INSIDE OF 0 V1 Model Name/ Number: 'I IT I GRADE ; mil GRADE COLUMN. DO NOT BEND;, ,\ v v"a ;) STRAPS UNDER PLATE. Clt •'?�a o 'a ° E 1820 CLEAN 3 w PLACE STRAPS IN FILL , •. Cy+a ° y iv o COMPACTED ti w , SEE PLAN FOR RE -BAR QUANTITIES ' " CELLS w #5 REBAR / I. (TYP.)4 COURSE HIGH CMU BASE -• ♦ Plan Issue Date: FILL .' FILLED w/ CONIC -SEE PLAN FOR x Thursday, December 12, 2019 0 SIZE. TOP OF COLUMN BASE - a 16" SEE FOUNDATION PLAN SEE PLAN - SEE FOUNDATION 2'-0" AFF a ¢+ ♦ KA PROJECT NUMBER: FOR FTG REQUIREMENTS P`p" m Y 19-8301 - NOTE: DETAIL CD21 / S-2 MAY BE SUBSITUTED FOR THIS DETAIL - UNLESS NOTED OTHERWISE T o Sheet: S-2 Of WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3�4"=ro" WS01 TYPICAL WALL SECTION - 8" CMU 3�4"=r-o" 77Ta CD22 ENTRY CMU COLUMN BASE W/ FRAME ABOVE N.T.S. a TYPICAL FRAMING DETAILS N m m (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") OR EQUAL (ONE INTO EACH OUTSIDE FACE) (ONE INTO EACH OUTSIDE FACE) (D=0.162",L=31/2")OR EQUAL ID=0.162',L=31/2-)OR EQUAL 1BA0 )ACENT NAILS ARE DRIVEN FROM 3) FOR 4-PLY, PROVIDE 1/4'DIA, x 51/2' LAG OPPOSITE SIDES OF THE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3MY) 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NOS SECTION 15.3 FOR THE THICKNESS OF THE LAST LAMINATION. ADDITIONAL INFO. WF37 I TYPICAL COLUMNS DETAILS N.T.S. FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 1 1/2" CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) F.F. NERHANG;� •Ys FOR OVERHANGS BETWEEN 5/8" TO 11/2- NOTE: FOR OVERHANGS LESS THAN 5/8' - NO REPAIR REQ'D. MS18 RETROFIT WALL OVERHANG DETAIL I N.T.S. 2x8 SYP #2 TOP & BOTTOM ATTACHED W/ (1) ROW 16d 2x6 SYP. #2 NAILS @ 16 O.C. RIPPED BOX HEADER DETAIL Q IF ONLY (1) KING (1) JACK USED AT EACH SIDE OF OPENING G.C. TO INSTALL (3) TITEN HD. 5/8" x 8" EQUALY SPACED PER SIDE INTO CIVIL AT JACK TO HEADER, NO BASE CONNECTOR REQUIRED CMU- /16" O.S.B. A. SIDE X BLK'G. D O.S.B. 1/ 2 - 8d A. END EDGE VIEW S(3) 16d P4 AT COMMON 24" O.C. NAILS(TYP)� SEE PLAN FOR WLL HGT. I/ • . PER LOCATION---.,,.. 110, or 10 so 11 • : .. On '! PAP F 16" O.C. TO SIDE &TOP NAILER IN 34 EACH , TYP. I,� II BLOCKING --j ©17 .. . i :• NAILS. SEE DETAIL ABOVE ELEVATIONSEE • -,ROUND/ SQUARE TRANSOM 11 BOX HEADER EACH END WINDOW OR DOOR OPN'G CMU WF39 I TRANSOM DETAIL AT ENTRY 1/2"=1'-O" STRUCTURAL SHEATHING i i CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE ' EXTERIOR SH713 ATTACHED PENGSCHEDULETSHEET 6 STUD ANCHORING: STUD TO TOP PLATE: R-13 INSULATEXTERIOR SIMPSON SP4 WOOD FRAMEER F13AND ENERGYUBMITTEDWITH PERMITTION 2 X 4 SPF (WHEN EXTEALL IS AT 16" O.C. EXPOSED TOR SPACE)2 X 4 P.T STUD TO BOT PLATE: SIMPSON SP4 LINTEL NOTE: HOLD FRAMING 1/2" BACK FROM FACE OF BLOCK FOR SHEATING TO BE FLUSH WITH BLOCK FACE 1/2" X 8" ANCHOR BOLT @ 32" O.C. 8" CMU WALL WF21 I KNEEWALL @ ENTRY FRONT WALL 3/4" = 1'-( PROVIDE 2x4 ON TO OF 2x8 TO BLOCK OUT 2 ROWS 12d @ TOP PLATE ATTACH W/ 3" O.C. OUBLE 2x4 (2) 12d NAILS O.C. TOP PLATE (SOLID BLOCK w/ 2x6) 4g"MAN 2x4 STUD PER PLAN 2x4 BEYOND AGAINST 2x8 STUDS OP SPLICE NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OUBLE 2x8 TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. TOP PLATE SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD (1)SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN TOP PLATE W 8d 2 1/2" x 0.131 NAILS (SIM. w/ 2x6 * NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) 2x4 W/ 2 ROWS OF TOP PLATE TRANSITION 12d NAILS @ 3" O.C. WOOD BEAM SEE SIMPSON PLAN FOR SIZE HUC410 OR (2) HUC210 PIPE OR DUCT W/ OUBLE 12d , TO BUILT-UP COLUMN PENETRATION THRU TOP SPLICE SUPPORT COLUMN BUILT-UP MIN. TOP PLATE w/ MORE ,.,,� (3) OR ( THAN 50% OF TOP 2 ROWS 12d NAILS C. A NAILS @ 8" O.C. EACH PLY @ PLY PLATE WIDTH INSTALL @ 3" O.C. � i i , � (SHOWN AS 4 x 4) SIMPSON PSPN516Z 46. (2) SIMPSON TA20's W/ (12) 16d NAILS TYP. M/N � �,+. w/(12)-16d Ea,. To COL. TOP & BOTT. +'I 't, ALT: (2) MSTAM36 STRAPS NOTE: @ALL EXT. CONDITIONS ATTACH 2x STUDS OTTOM SPLICE TYPICAL BLOCK CENTERED W/ (13)-10d NAILS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. OVER STUD WALL Ea TO COL. SIDE TYP. TOE NAILS MAYBE SUBSTITUTED W/ �� TIE BEAM (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO TOP PLATE W 8d 2 1/2" x 0.131 NAILS * NOT REQ'D, WHEN QT SYSTEM IS APP9671 NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL WF17 TOP PLATE SPLICE DETAIL 3/4"=1'-( II* CRIPPLES MAY/MAY NOT BE PRESENT. VERIFY HEADER ELEVATION HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL JACKS KINGS JACKS KINGS SIZE EA END EA END EA END EA END LESS THAN 4' 1 2 1) 2 >4' BUT <9' (2) (3) (2) (2) 10'-0" - 16' 3 4 3 4 2X CRIPPLES @ 16" O.C. W/ SIMPSON SP2 TYP. - TOP AND BOTTOM * WHEN STUD LENGTH IS LESS THAN 12" USE LSTA30 STRAPS AT EACH STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EACH SIDE FILL ALL HOLES IN — STRAP 10d NAILS @ 8" O/C TYP. DOUBLE 2 x 4 CRIPPLE STUD TYPICAL (U.N.O.) - * * HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS WITHOUT UPLIFT HEADER ANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE NO. & SIZE OF & GRADE RAFTER TIES EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE SEE SCHEDULE 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @12"O/C FOR 2x 10 OR GREATER HEADER DOUBLE 2 x #2 S.Y.P. HEADER W/ 1/2" FLITCH PLATE HEADER, (U.N.O,) FILLING AND BLOCKING AS REQUIRED FASTENED TO HEADER W/(2) ROWS OF 12d @ 16" O/C UNLESS NOTED OTHERWISE 2 x 4 STUDS TYP SIMPSON HTT4 W/(18) 16d NAILS & A 5/8" EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O. OR 8 1/2" AT GARAGE STEP DOWN P.T. BOT. PLATE WF09 WALL HEADER DETAIL N.T.S. CD04 I BEAM @ RAISED ENTRY MASONRY WALL I N.T.S. o 3 . .......... tiN F r P Asa 0) 0) NO 87 0 LLI y 3 i ST C l7F 'fJy, L. E „w �'} p'.'ss v S v R gg.-- comv L' .E h N N 00 2UI- to N 1- OD 00 cs g$w�w W MNNQ, LL LL LL LLuw W V z �LLo O- W W q eE Z_ O'cyv< Z Z O9 SSE n N'S 3 z LL � Nm Imo ma Z N rnEN m m s�£ W Q"�aM� a a y�L E'a O m p Ln E288m U O J so�<€ WWWLFDSENG.COM ❑ ❑ ❑ Z I- - m m o Z ,0 Q)Zm�O a= J � VJ -0 Z o nn 11� c9 W4� w E 0 E — w V) O W o to c ro f6 U N E _ W OOU ®�-9�° C) o m _allm 2 p 1 A DAMS HOMES S—L FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: O a ti N co Z 0 W o°0) c - � N 4) m M U z eH Ln Vm 3 U) m O) 0 J W:3 M o J m U) U) In Ll. Model Name / Number: 1820 Plan Issue Date: Thursday, December 12, 2019 KA PROJECT NUMBER: 19-8301 Sheet: Of: TYPICAL WALL DETAILS OFC 31 2019 *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 1 I-� TO BE LESS THAN 12". ATTACH 2x OUTLOOKER @ 24" O.C. TO TRUSS WITH MTS12. FOR - OR EQUAL TO 450 _ O.H.UNDER -SPACE OUTLOOKER BLOCKS @ 24" O.C. NO STRAPS REQUIRED. �- MINIMUM 2"x4" - - Bd NAILS @ 4" O.C. WALL AND ROOF I CROSS BRACING -' " '� SHEATHING, SEE TB13 2x4 SYP BLOCKING FOR SPECIFICATIONS (SEE PLAN FOR - , , BETWEEN TRUSSES @ 48" O.C. MAX. FASTEN TO EA. E% LOCATION) ` '-';j—BLOCKING G&A4BLYP TRUSS w/ 3-12d NAILS EA. GABLES 3'-0" T 5'-11" TALL. '- ENDX 2x6 SYP L BRACE FOR '. y y 2x4 SYP CROSS BRACE GABLES 6'-0" AND TALLER. ,. APPROX. 8" FROM RIDGE THEN 48" O.C. AFTER. NAIL w/ ATTACH L BRACE w/ 12d NAILS @ 4" O.C. - 3-12d @ EACH FEND & @ ' CROSSING AT 45 ANGLE. GABLE TRUSS (NOT REQ'D WHEN GABLE IS '^ 4'-1" OR SHORTER) FASTEN (1) SIM ON HGA10 12" LONG 2x4 02 SYP BLOCK AT CONT 2x4 SYP SPANNING (4) BRACE CONNECTOR FROM BRACE LOCATION. FASTEN TO x y TRUSS BAYS (8'-0") NAILED DIAGONAL BRACE TO SILL PLATE w/ 10d @ 3" O.C. a (3) 12d - w/ 3-12d TO CHORD (MIN BLOCKC/PLATE NAIL GABLE TRUSS PER JOINT ' 1ST 4 BAYS) TO TOP PLATE w/ - 16d NAILS @ 4" O.C. w CONTINUOUS LATERAL BRACING- 2x8 .T. PLATE 1/2"x8" ANCHOR BOLT 4 BAYS m s NAIL OVER X-BRACE AS SHOWN- AT 48" O.C. MIN. INSTALL BLKG. AT TRUSS WEBS KNOCK OUT COURSE CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING X-BRACING - 2x4 SPF OR SYP MASONRY WALL c W/ (3) 12d @ EACH TRUSS WEB a NAIL TOP OF "T" TO GABLE ROOF SHEATHING, SEE TRUSS w/ 2-12d AND 1 B13 FOR ATTACHMENT SIMPSON H8 w/ OVER JACK TRUSSES, SEE y y TB01 TYPICAL CROSS BRACING DETAIL N.T.s. TB02 TYPICAL CROSS BRACING DETAIL N T s 10-10dx11/2" NAILS PLAN. b2x4TBLOCKING FASTEN (1) SIMPSON HGA10 @ 48" O.C. w/ 81/4"x1 1/2" s SIDS WOOD SCREWS GABLE w/ 2-12d TOENAILS NAIL TOP OF 'o PROVIDE 2X4 MIN. BLOCKING AT END TO TOP PLATE / BEAM US 2-12d TO GABLE TRUSS 3 CENTER LINE OF HIP/RIDGE, TYP. FRAMED WALL OR BEAM AND 1-SIMPSON 8 W/ BETWEEN TRUSSES W/ (2) 12D BELOW, SEE PLAN. 10d x 1 1/2" NAILS ..�i� P' Vv NAILS EACH END TO TRUSS TOP CHORD @ WOOD FRAMED WALL @ DUTCH GABLE E `t� Q •., • ... V pNS N cl •°'° TYP. a tee° No 87S h A TRUSS ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAPTRUSSBRACING GEO1 GABLE END BRACING N.T.S. 3 :*: : E WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP A - -_ _ TRUCTURAL G.T. SHEATHING PACE ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 ~�. �BeI(;' I� L-V� w TOP CHORD WHEN REQ'D NAIL TO TOP CHORD III �'A+zss(eeT6t`y TO PREVENT SHEATHING JACK - -- OF HIPPED TRUSS W/ ~ SPAN FROM EXCEEDING RUSSE HIP 12d NAILS @ 6" O.C. c MAX 24" SPAN (EITHER G.T a SIDE OR BOTH IF REQI) °' 2 (2) 12D NAILS MINIMUM (3) 12d o c ROOF AT 12" O.C. MAX SHEATHING PER JOINT MINIMUM 2"x4" SPF OR m m SEE * SPACED AT 10'-0" MAX SYP TRUSS BRACING m Nis, PLAN I— 1 � w ag N Tv �00 w£ -1 w ro e l$ �a=� Z Lil§mmo � � 2X4 BLOCKING Ju - a/ � �o --z m` BETWEEN TRUSSES HIP TRUSS o w N �wW a W a h' N co w vm'mf SECT. A -A LLi Q W O y o a w w FT HIP / RIDGE BLOCKING DETAIL N.T.S. EB04 TRUSS BRACING OVERLAP DETAIL (TYP) N.T.S. d �$m tAom m o Y 6 z E .'a - m m m LL D�W QAaMCE°i+ ¢ a mm a5 U O J y $ a5 r� w'm WWW.FTISENG.CGM ❑ O ❑ N U f0 N z cn Q TRUSS NOTES: Y c V/ z m o Z v wrpw Q 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 o Lw (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT //�� , / / Z o — 0 IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED OF ANY V I 4 TO 8 SHEETS OF SHEATHING ON ANY PAIR OFTRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION c CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. w rn w w QX 2. ALL BRACING (DS,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL E4. LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 0 — 2 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT FE - 0 w O a)U � uua d c m ! ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5, PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. - SEE TYP. TRUSS BLOCKING DETAILS i U S, \- SHEATHING U05 U N ,( O y 3 TO 4TRLISS xq qS SHOWN wATE O �paY o�IQ TRUSS SPACES DIRECTION Q M O a00 QW RUS c ®AIMS HOMES ti z VERTICAL SCAB 2X6 *2 SPF 48" D.C. W/ (4) 12d TOP & BOTTOM OR H5 SEE TRUSS (2)-1 NAILS y c OR HCLR/LL IN PLACE OF (4) 10D SECjION TO TRUSS 0 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 REQUIRED @ RAFTERS GREATER THAN 8'-T B-B 3000 GULFBREEZE PARKWAY ° SEE PLAN OUBLE TOP DOUBLE SEE STRUCTURAL NOTES AND NAILING GULFBREEZE, FLORIDA 32563 PRE-ENG. TRUSS PLATE SECTION B-B TOP PLATE SCHEDULE FOR SHEATHING DETAILS � n VARIES w/ ROOF F DIVISION LOCATION: aSTuowALL SEE PLAN SLOPE °\ PORT ST. LUCIE JOb InfOTmat100: CONV. FRAMED RIDGE \ / \ / MAY BE NAILED w/ MIN. VERTICAL SCAB 2X6 #2 \ 2X4 SPF BLOCKING / \ / 2 (4) 12d WHEN I7 LANDS SPF 48" D.C. W/ (4)12d \ BETWEEN TRUSSES / 4 NEXT TO PRE-ENG. TRUSS TOP & BOTTOM OR HISOR 2x8 BLWNG. NAILED @EACH \ \ @ 48" O.C. MAX. SIDE w/ (3)12d NAILS WHEN HCLR/LL IN PLACE OF (4)12d REQUIRED w/ 12) MTS12'S REQUIRED @ RAFTERS GREATER B \ THAN 8'-0" 2x4 SPF BRACE / M \ @ 48" O.C. - NAIL w/(4) \ r COLLAR TIE \ 12d AT EACH END & M y EVERY SHEATHIN AFTER Id \ \ ALTERNATE DIRECTION o O p- \ \ tf U N 2X4 BLOCKING BETWEEN CB BEVEL CUTS x V' d TRUSSES W/ (2) 12d NAILS (OPTIONAL) a ' @ EACH END, CONT. EACH BAY g TB 2X4 SPF W/ (2) #TX31/2" / .TRUSSES O N LO ALTERNATING DB WOOD SCREW EACH TRUSS / / SEE PLAN F W 0) BLOCKING OR H5 @ 48" O.C. / / H G) d) M Go PRE-ENG. TRUSS \ / / E d. d) N U �. CONT. ROOF BREATHING AT TRUSS TOP STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP. \ / / o `i LO N SEE PLAN FOR CONNECTION SIMPSON A34 OR B 2X4 P.T. BLOCKING BETWEEN DIAGONAL WOOD - 2x8 #2 SYP RIDGE BEAM (USP MP4) @ 2'-0" ON CENTER \ \ / / '' ^^ '' ^^ LO J V / V J LL TRUSSES W/ (2}12d NAILS @ AT B -0" TRUSS \ A / 2X4 SPF BLOCKING Model Name Number: EACH END MAX " 2x8 RAFTERS @ 2'OMMO BETWEEN TRUSSES X \/ M v MAX. w/ T RI COMMON TOENAILS TO RIDGE BEAM \ / \ WALL BELOW 2X4 RAFTERS FOR SPANS LESS THAN (3)12d EA. END (TYP.) / • \ � p 1H2O (SEE PLANS FOR TYPE) CONC. MASONRY 4 FT @ 2 A" O.C. MAX W / (3) 10D OL SEE PLAN vi COMMON TOE NAILS TO RIDGE BEAM 2X4 CONT. STEEL WOOD m 'o Plan Issue Date: T & B CHORD BEARING SUPPORT D Thursday, December 12, 2019 TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/2" SPACE @ RAISED HEEL DETAIL DETAIL @INTERIOR BEARING KA PROJECT NUMBER: SEE PLAN FOR MORE SHEATHING m INFORMATION m 19-8301 Y 2x4 S.Y.P. @ 16" O.C. a rn ti Sheet: � � Of: N TBO6 BLOCKING AND CONVENTIONAL FRAME DETAILS N.r.s. TB15 EXTERIOR NON -BEARING WALL DETAIL N ED ROOF FRAMING 0 AND BRACING DETAILS r it IF COPY 0-c 312 G 6" M 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, Fn On L1 SPA EVE Chi 6" 6" SINGLE DOOR SINGLE DOOR W SIDELITE wl 6„ 3" O. O 3" 3n, 3h, 3" 3" Ill III I I 1 3" 3' 3„ 6' 6 6„ 6, DOUBLE DOOR W/ SIDELITES aA fE a s" E SPACE :VENLY 31, SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO BE 11-011 IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE / FILLED PVC. PIPE. O 11"' 1 TOP OF SLAB M 00 °1 O 7- - ° 0 16" MIN. DIAMETER CONCRETE FOOTING 1 PROTECTION BARRIER DETAIL N.T.S. �n is SPACE EVENLY m I 040 0.od" 0�w 7 Is W use in 5Ih �IIII� �IIIIIIIIIIE �I�"�� NAIL SHINGLES W/ 110R 12 GAUGE ROOFING NAILS. 3/W MIN HEADS. 6 PER SHINGLE. Foot DAM BY" " U°a¢a 4" 'e /\,0 E°d GO/\ 3ta GO °'° 2` Y `CO over "=r_--c SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY ITEXTURED, PAINTED BEHIND FLASHING EXTER. WALL FINISH AND EXTENDING A LOCATIONS MINIMUM OF fill ABOVE 6^ x 6" H GALV. VERTICAL RISE OF FLASHING VERTICAL WALL FLASHING CONT. AT KNEEWALL T ENTRY PLASTER STO SEAIANT ROOF SHINGLES a fill x a" H GALV. FLASHING CONT.1 Ij FLASHING DETAILS NOTE: THIS DETAIL IS REQUIRED \ FusemG 1 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/ADHESIVELMASONRY BLOCK LINTEL & SCREW W/3/16" IPS 1/2" DRYWALL FLAT HD. "TAPCON" THE W'DOW FRAME JAMB MIN. 4" FROM 16" C.C. —1/8" SHIM SPACE EXT: FINISH DRIP EDGE WINDOW SEALANT GENERAL CONTRACTOR TO COORIDATE BACK OF JAMB SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S 2X WOOO FRAME —. BY OTHERS SHEATHING BY OTHERS CAULK BETWEEN FIN ASHEATHLN& EXTERIOR --- FIKSH SY OTHERS PERIMETER - CAULK BY OTHR5 OX WINWW HEIGHT f XMP 09 08 WOOD : ^E I t►*�- 9IC" ' DISTAIA Ilil aaa�rrw I11H�— �1r6 �IAISHIM SPACE INTERIOR TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S 1905.2.8.5 CHIP EDGE. •ROVIDE DRIP EDGE AT EAVES AND GABLES OF SHINGLE ROOFS. OVERLAP TO BE A MINIMUM lF Sin (78am). EAVE DRIP EDGES SHALL MEND Sin BELOW SHEATHING AND EXTEND BACK ON THE HOOF A MINIMUM OF2in. DRIP EDGE AT EAVES SHALL BE PERMITTED TO BE INSTALLED EITHER MR OR UNDER THE UNDEFLAYMENT. IF INSTALLED MALL BE _ T Installation Instrij c For All Fixed wi dows With Moundn Fin Hy-Lite Includes all of the following Series: 625 / 825 / AZ15 / FLiS / AZ30 / FL30 / V1500 J V1580 / V300 / III VT200 I VT280 1602000 1 GB20BO Prestige 662 1 Prestige 882 LM10 M AMM Palterer Spacing (lambs, Head and SIR) 8—.,,F,,.___e_-.,.�.Fi",� T.4,...�. Wail framing: #2 SyrWa/pine/Fir Or Beaar Sol..S -. _ #Joen - - crew alf) -' Screws Minimum Penetratlm . Gnahg Bead 1-310' Morning Fin- Fin Section View adedv VlnaN ofCross Rpold Window Mtamum t2` �Slfimne F.insiar SMaMlny NOW We solool nedoommoodeffid u#a O7 wom Nwr =sin alnprrmmshOeQ as ASM F 11d-a.NOlrnw, Amto raHarroe m rodeo saoeurmmq eyper, nndNrrr� romenwwwro denemrM me pmpamateyaddn arm... rrom#. u.Luii.L _J. .1..'C ecor rtInc ,d,, the bubo pmay tier �e2ledhlik tun lnspe imn. horplznse mstki+lfle wr.�,pto cMiesM do ,.cm"ya uni(mnsG't,3.n iscminple Slept Measure to de sure Mie apemng Is 318° th 1/2• layer down the window aim both rS0008y and hoixannAy. ' You may wish M preEno Me instdktlon holes In the On at cis time. DAmPm APOPUMbed A01OFm ffie ~&V Anas OW wedor Sep 2 Apply a generous bead a silkme w the backside or Me m roV Pon. Ike enough slXwre ro sWfidenuy fiA all rants tabreen the fln anti the well sineahng. Sold Irsertthewindowtiro MeapmMfromtheautaide. ThewkdmklabeLd'Imide"aW'outwe',but If MereI havebeen removed, the Madind bead ShaDd aWar Be W the Inside of the building. BON 9 Imbl) starts order the 0l, adjusting Mom until Me mat is pheM In Me op rang Shims shots a assured unit Me sill espry 2 f ae. The whdow should be bascally Centered in Me opening wiM no more Man 119 gap toemen the wlmm and wall finvong. Step 6 Install a#10x1-1/2°saew 4"from Me romer of Meta M each nod of Me heatl sill and Will I.Mbs. Sep6 Install the remaining fasteners In e'In eonents from the corner soewa to Me aanpor afearh hame member. Use rarenoNom- tighlmthe worseBad RUN Mean dough MeTo. Also, nwke sure the screws gomstraight and do not muse the frame to bow. Waft framing should be a minimum of #2 Sprun'lrine/Fir. Fda[aws should be #10 SCOMs Ofsumde It length w achieve 1-318° Perstration'ado Me wall and no boss than I)Y from edge W framing. Panderer duardilms needed In each We offralin b adlleve A" of r.M Member 19° 16' 26' 34' 42" 90^ 56' 69' ]1' 42° W99" Nonber of Fasteners 21 1 1 4 1 S 1 e ] 1 8 1 9 1 ul 1 11 1 12 1 11 Slopo ] Rapid" slaves silloons, -squesuad our from around! the An and Inspect for holes or wads. Use WiRcone to all any wads. Sep 8 If desimd, a foam insukbun an be applied to Me lahner gap batineen Me wndow and wall framing. If applled, pah, fne ink tt'DN fNRANDIN6 JYRE FDRM. Shp 9 Since these windows. are typically used in rooms w8h high moisture, k; bathrooms, a OF remanrterded bW dole Intenbr gap belwcen the window and wail framing also be sealed with sAkone and tooled so as not to krtefam with the imtaikbm of wallboard, Me or trim. Sep 10 (tare all wnsunlaonIS Complete, remove Me bubble wrap from Me Inside and arDide of Ore window. V naoemery, dean the bldcks riith a PaNd doorgent and warm new usin a soh ckdh. Failure to follow these procedures will void any and all warranties. ENERAL NOTE: SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. EE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION ND CALL OUTS. Product Approval Submittal Affidavit Building Address: Contractor: Building Permit: Product I Design— I Manufacture I Model # ( Attachment A A_1h__J 1st Choice I COUNTYAPP. IIKO Industrues, Ltd I Cambridge AR ROOFING VENTS: ROOFING UNDERLAYMENT: 1st Choicel WOODLAND I INDUSTRIES 2nd Choice Overhead Garage Doors: 1st Choice +30.0/-30.0 CLOPAY 2nd Choice 1 +30.0/-32.0 CLOPAY Swing Doors: 1st Choice THERMA TRU-C FIBERGLASS D Ind Chnine 1 +67.0/-67.0 THERMA TRU-C NAIL SHINGLES W/ 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. W/ 3/8" MIN PENETRATION THRU SHEATHING UNDERLAYMENT SHALL BE APPLIED AND ATTACHED IN ACCORDANCE WITH R905.1.1 L 0) .• �C E N e C ,�O J�6 V I J chi m NO 87 G4 t'*S C occ o + '. .• tU �9 •" ST. E OF 9 E v % 39 Ifilli N y � � a 7 L ~ 0 0 I m a G c E a qti ga N 00 1 00 a V NQ ..ae •Bo P- 00 Rh * Ri w R-FPS �' Z 2 u LL m f .€a gg.h ._8m; `NQ6 W yMmo L— �v�c Z m a a L22 !€ a lion W Q� .om'- .l� t mar ° w d a LLl 06 W d o rod€ Z a.EW O ca$a "t Z 0 Z O o as x.8' § � a N��"�° 000 Y o wB ialg¢ Z y iE� Do Q�.9RE r n 2 ova§ L vUSE, W oOC Jos 0 N vOF J Approval # a y y E.. &E r e in wwW.FDSENG.COM Cl ❑ ❑ -m ? N W) FL7006.1 R-10 ° m y c L W z Z Q err) o Do ry G Qa O 3 __ 76 c J — Zo (9 0 FL21580.1 R-1 m i-•-f w F E E t c U Ln to l!l —a w o m m Void.} FL15216-R3 FL17206.1 @ w O 0 do_ H p L500 00d O N N .� 16 x 7 2"x6" P.T. WOOD JAMB WITH (5) 1/2" DIA. x 8" "J" BOLTS FL16546.1 3 = 'N a o �; c Lo a 0 Q m d oo Qlm 73W6 Sx7 FL15279.36 I DAM S HOMES SWING 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" F1-20461.1 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL 16 c 0 FL20461.19 TSWING BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM F 0461. 'm 'm 3000 GULFBREEZE PARKWAY TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. THEREAFTER. (TYPICAL ALL 4 SIDES) GULFBREEZE, FLORIDA 32563 a DIVISION LOCATION: s 1st Choice 1 +0/ -146.3 The Tapco Group 1 NAILS 1 Vi" ONG WITH NERS 1/8"ARE GALVANIZED STEEL ROOFING CIA. SHANKS & 3 DIA. HEADS FL20403.17 PORT ST. LUCI E ShakesStaggered 8" AT 10" O.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL B N.A. N.A. N.A. d C SHALL BE BEYOND WALL DRESSING m Job Information: Windows: a �ihOlCe +40/-50 MI WINDOWS 3540 SERIES SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON FL 17676.1 R9 Single Hung (fin) ANCHOR WITH MIN. 1/4" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS Nj 3540 SERIES +40/-50 MI WINDOWS Single Hung OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK FL 17676.8 R9 (D (flange) FOR INSTALLATION THROUGH 2x BUCK USE #8 WOOD SCREW OF 3540 SERIES +50.0/-50.0 MI WINDOWS picture window SUFFIENT LENGTH TO ACHIEVE 1%" INCH MINIMUM EMBEDMENT FL18644.3 R3 IN WOOD SUBSTRATE. 9 O a o Mullions: s 0 CO 0) O 1st Choice MI WINDOWS M-1926 Vertical Mullion I FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE 3/16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 1 b FL IS504.1 MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM a r- t✓ A•i O Lo M-1926 Horizontal FL 15804.2 Mui'on EDGE DISTANCE W c Fixed Glass i > m • o DO a % ` sH LO (, M d I— v 1st Choice +50.0/-50.0 U BLOCK 625 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN. 11/4" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD FL1S644.3 R-3 2nd Choice BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/B" MIN. EMBED. INTO W000 BUCK. of aaaaaaaaaa t0 O JM LLj � Lo DO J W U) 3rd Choice m Soffit: Model Name / Number: 1st Choice +55.0/-35.0 KAYCAN LTD 8" BEADED 1 1/2" NAILS 10" O.C. IN T T FL16503.4 R-3 1820 Hurricane Panels: Plan Issue Date: 0 a 1st Choice 46 PSF EXT/ HURRICANE STORM PANEL MFG. INC. Galvanized DIRECT MOUNT. TOP 1/4"-20 MALE PANELMATE W/ WINGNUTS AT 12 f" O.C. 130TTOM 1/4"-20 SIDEWALK FL16293.1 Thursday, December 12, 2019 Yr 46 PSF INT. Steel Storm Panels BOLT w/ POWERS CALK -IN a KA PROJECT NUMBER: I have reviewed the above components of cladding and have approved their 19-8301 use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: FI. # 56126 o Sheet: Of: 11113-5 Name: TODD M. BORN Certification Number: FI. # 82126 MATERIAL Name: Luis Pablo Torres Certification Number: FI. # 87864 o REFERENCE INFO (PSL) iIEC �A 2019 MECHANICALLY FASTEN AS FOLD UP WEATHER NECESSARY IN CORNERS THROUGH RESISTIVE BARRIER & WEATHER RESISTIVE FLASHING REQUIREMENTS THESE DETAILS ARE GENERIC AND MEANT TO SHOW - . , SELFADHERED FLASHING TEMPORARILY SECURE BARRIER GENERAL FLASHING AND WATERPROOFING METHODS - `VATHER DOOR ROUGH OPENING TO BE USED. R703,1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelops. The exterior P g pe. i IESISITIVE WINDOW UNIT wall envelope shall Include flashing as described In Section R703.4. A water -resistive barrier Is described as a 1ARRIER WOOD FRAME CONSTR. material behind an exterior wall covering that Is Intended to resist liquid water that has penetrated behind the exterior TAPE `� EXTERIOR SELF -ADHERED FLASHING 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 FLASHING assembly of materials applied on the exterior side of exterior wails for the purpose of providing a weather -resistive OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN (0.6 cm: 30.5 cm) -ADHERED barrier, insulation, or for assthWce, including but not limited to, veneers, siding, exterior Insulation and finish systems, ' WALL BY 61N. UP JAMB V. USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING PRODUCTS DETAILS architectural trim and embellishments such as cornices, soffits, and fascias. R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 WEATHER RESISITIVE UF_1 SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 Inches / BARRIER SEAL TOPS OF JOISTS ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 (51 mm). Where joints occur, felt shall be lapped not less than 6 Inches (152 mm). The felt or other approved material UNDER DECKING SUBFLOOR shall be continuous to the top of walls and terminated at penetrations and building appendages In a manner to meet the (SEE DETAIL WP07) requirements Of the exterior wall envelope as described in Section R703.1. 'o SELF -ADHERED FLASHING -� WIRE LATH R703.7.3 Water -resistive barriers shall be Installed as required In Section R703.2 and, where applied over wood -based a HEAD FLASHING TIE-IN INSTRUXTIONS: Deta Detail I r)StrUctlOrlS sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of 1. Cut, fold u & temporarily secure weather P P Y RIM JOIST Gade D a er. The Individual la ers shall be installed Inds endentl such that each la er rovides a se arte P P Y P Y Y P P �+ resistive barrier above header to allow for flashing installation Refer to the number marked as ® in each detail that corresponds to the continuous plane and any flashing (installed In accordance with Section R703.4) intended to drain to the water -resistive m 2. Self -adhered flashing plus head flashing under weather BUILDING numbered items In the list Of Instructions below: barrier Is directed between the layers. s resistive barrier 3. Fold weather resistive Harder back over head flashing and O ' seal with tape 2 1 20 PAPER 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper or greater then that of 60-minutere the tG Grade D paper ive barrier that ind Isseparatedfrlied over om the stucco bbased y anIntervening, as a water resistance to nonwter-absorbing layer or designed damage space. o c 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize y ) scoring cuts R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion In a manner to prevent entry of ester into the wall cavity or penetration of ester to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration shall be sealed at the juncture with the = 3 SELF -ADHERED FLASHING stele: NTS FLANGED WINDOW W P 01 SELF -ADHERED FLASHING W P 02 SELF -ADHERED FLASHING W P 0 3 FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILU POTSHELF/ CHIMNEY SHOULDER 5. Remove all release paper per standard installation instructions and products building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint d adhere to substrate using a square piece of flashing material (6" x 6" expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. a EXTERIOR SHEATHING RUBBERIZED RUBBERIZED ASPHALT Minimum) Fluid -applied membranes used as flashing In exterior walls shall comply with AAMA 71R. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion resistant fleshings shall be Installed at the following locations: r EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED ASPHALT ADHESIVE 6. Fold as shown by arrows g ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THRESHOLD OF DOOR AND RETURN FLASHING, SEE ADHESIVE SELF -ADHERED FLASHING 7. Angle of comer may vary, adjust foldingof the flashing accordingly to fit g y ry' j g g y 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the o $ UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW tight to corner exterior wall finish or to the water -resistive barrier tom plying with Section 703.2 for subsequent drainage, 3 REFER TO TECHNICAL OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) Mechanically attached flexible fleshings shall comply with AAMA 712. Flashing at exterior window and door openings O) LETTER ON CHEMICAL SCORED 8. Mechanically fasten as necessary shall be installed In accordance with one or more of the following: m O COMPATIBILITY RELEASE PAPER E N 1.1 The fenestration manufacturer's Installation and flashing Instructions, or for applications not addressed In theCA ' SELF -ADHERED SELF -ADHERED FLASHING, �r (BEFORE FOLDING, SCORE fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where =_ FLASHING EXTEND A MINIMUM 6" RELEASE ADHESIVE AS SHOWN) ADHESIVE AS SHOWN) WN) flashing instructions or details are not provided, pan flashing shall be Installed at the sill of exterior window and VERTICALLY FROM BOTTOM OF door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the 3 E E THRESHOLD exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using q g pe gs g pan flashing shall `o 2 3 MECHANICALLY FASTEN AS Incorporate flashing or protection at the head and sides. d SECTION -A NECESSARY IN CORNERS THROUGH SELF -ADHERED FLASHING 1.2. In accordance with the flashing design or method of a registered design professional. 0 >; (SEE DETAIL WP02) 1.3. In accordance with other approved methods. z xp v SELF -ADHERED FLASHING O+ V1 \ 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. a E SELF -ADHERED FLASHING 5 2. At the Intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both NAILING FLANGE sides under Stucco copings, y t DO NOT FLASH OVER - 2 © SEAL TOPS OF JOISTS O 4' 6 3. Under and at the ends of masonry, wood or metal copings and sills. 4Continuously projecting . nuusy above all wood trim. c = m BOTTOM NAILING UNDER DECKING E 8 FLANGE (SEE DETAIL WP07) 2 o 7 S. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. m N m s 00 6. At wall and roof Intersections. w gg ,y �Do00 e ti SELF FLASHING -ADHERED A W P 04 C W P O SELFINS �/ P 06 $ m r �„ Z F � W �z � � LL HALF ROUND WINDOW EXTERIOR DOOR WITH DECK J DE CORNER ERRING 7. At built-in gutters. m � Y_h ymp,o ; o u�m C3', ii msry `p W LLI Lj nw�as-, ws�wwwwis "E4 .a a gmw I.I.I cHLLc a w es SELF -ADHERED FLASHING DECK PROTECTOR 8 Q a ng a z 0 3 o SHEATHING 7/8 Cement Plaster Y="� w g .' ^ s� y 2?P 3 m m m $ mC a 7/8" Cement Plaster s £ NJ Q o s j *2= in accordance with in accordance with ASTMC926 °o'- $ A o 8 a 2 m a _ - - SELF -ADHERED ASTMC926 0 S �g2 o FLASHING PATCH" '" --. Felt backed metal Felt backed metal m " a wWw.rosENG.com El 0 El O m o SELF -ADHERED FLASHING lathe in accordance lathe in accordance with ASTMC1063 '. m ' .s O DECK PROTECTOR .r _ with ASTMC1063 e ', m Z m g ., ru Z Building Paper Building Paper Y z a (D i 7/16" O.S.B. 7/16" O.S.B. a DOUBLE sheathing %. sheathing '%�' ' ' 9 m s a z � SINGLE JOIST JOIST SELF -ADHERED FLASHING � � ' Keep top edge Metal Or a y i SELF -ADHERED FLASHING 1 '...� Flashingof weep top of 2" below to of 3 1/2' block n , W E 2 nl'Jw 3" MIN 4 p Unperforated Vulcum Flange 7/8 E N o W N u3a Weep Screed caukjoint $ N= M �� O 5 obottom y Metal Flashing o U m N E O o 6 BottomMainta) of 3-112" Unperforated - �S SELF -ADHERED FLASHING 7 FWP O/ SELF -ADHERED FLASHING Q W P O APPLY A LIQUID FLASHING TO THE MASONRY OPENING (HEAD JAMB, SILL) IN W P O O Weep Screed Fla reed as = o w \HO.8362x;DECK JOIST OUTSIDE CORNER V ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE 1 1/2" to 2' w N -4 s o� INSTALLATION OF THE BUCK/RECEPTOR. Above Roof f ementitious SheatDecorativeOFinish .2 ® Q tom al,m ® DA 5 H MES' n • o, All inside and outside corner will @ FLORIDA CONTRACTORS LICENSE NO. CRC1330146 EXTERIOR WINDOW UNIT o need to be mite 3000 GULFBREEZE PARKWAY CEMT. FIN. cut and caulkedrall er N = GULFBREEZE, FLORIDA 32563 BUILDING PAPER butt joints to accordaCement nce in DIVISION LOCATION: SLOPE SLOPE 4 becaulkedn siin with ASTMC926 g SLOPE 03 in: 12.0 0.3 in: 12.0 in (0.6 cm : 30.5 cm) 0.3 in: 12.0 in (0.6 cm : 30.5 cm) over wood 2nd Vulcum caulk for all floor z PORT ST. LUCI E ♦ Job Information: 30 (0.6 cm : 30.5 cm) SELF -ADHERED FLASHINGo �% WIRE LATH a SELF -ADHERED FLASHING ~ EXTERIOR o CEMT. FIN. 2 BUILDING PAPER a WIRE LATH o O N 1/2" Cement SELF -ADHERED FLASHING Plaster Finish 8 7 a a L c WIRE LATH Block e W to N c t 2 1/2" Perforated m m BUILDING PAPER e• Flange 1/2 Weep to BUILDING PAPER Cement ''.•o Screed o `l , , Plaster Z m M a over block O LjJ LL EXTERIOR l st floor N J m (n (1) to WINDOW UNIT CEMT. FIN. Slab Install bottom rn ♦ Model Name / Number: edge of weep screed 1" below 1820 finish floor Ui o♦ Plan Issue Date: OPTIONAL DETAIL N < Thursday, December 2 2 Note: ♦ KA PROJECT NUMBER: O The building paper and metal lath must be installed over the top of WEEP SCREED DETAIL Y 19-8301 Sheet: Of: FINISH WINDOW HEAD W P 1 O SELF -ADHERED FLASHING W P 11 SELF -ADHERED FLASHING W P 12 SCALE: NOT TO SCALE W P CEMT CEMT. FINISH WINDOW SILL CEMT. FINISH PARAPET WALL the weep screed. m WATER PROOF a DETAILS 1101 F11_F COPY DEC 31 2019 4" bath duct to roof cap w/fan Nutone 696RNB OLE COPY 25 SH / PRECAST BOTTOM © 6'-8" FEI EGRESS 'S BEDROOPA LANAI BEDROOM ##2!#2 TED CEILING VAULT cEluNc VAULTED CEILI. 01 2x6 1 wcd 130 12x12 ra� _10 DBL 25 SH2 7' lwcd 2868 26680 ��� 2'-0" * CHANGE TO 25 SIT u' 8' CLG. ( A w/ F/P OPTION 10., � z 1R/1SH 16X16 raq- FIREPLACE OPTION 16x16 rag TH 2 4" bath duct — 8„ 14xl 4 ra 4" x l wcd to roof cap -" ° a FAMILY ROOM o 8 2 p \� 2668 4„ .. 10' CEILING W /f a n w c. 12x6 1 wad 2x6 WAL -_ 8X� cd 16" WIDE 175 VTR N u t o n e 6 9 6 R N B 5 LANT LEDGE @ 4 ,A. E.F.. w Ox10 rag 7 ROOM 3 BE = 10X 50wCd ED CEILING 5?' o ➢ 1 Ox6 1 wcd 4 0 A z. B, 75 N co- N OWNER Z' 14°, 6 A o BAT M 9 M s VAULTED CLG. 5068 w P -� I \ WALL ro / 8' CLG. > Zr -- \ rn _ \" i �� � 1R/1SH RANGES/. D/W HOOD DB �l PROVIDEI PLAT M 16" WIDE SI FOR HVAC NIT PLANT LEDGE VERIFY SIZE' FIGr 2_ X18 bfa9 8,-4" A.F.F. u 148 1wcd �L KITOH N DINING ROOM o VAULTED 7"j VAULTED CEILING m m 185 m — 12x6 lwcd x 175` _ VERIFY - REFRIG. 42X42 A/C SLAB D I DLVEC MIIV 2' FROM WALL LOCATION NOOK y W BUILDER_ _' VAULTED CLG. m U N 12x12 ra g„ WI - - 9 o CLG. = 8x4 1 wcd 28s8 FOYER 4' SrEP ON 12x12 rag 4" bath duct to roof cap w/fan Nutone 696RNB W H. HANSON BOX 10' CEILING 36' AT 2z 1/z" 54 \ 12X6 lwcd o . PULL DN. S IRS C0 F39 Wj HI, s3 EN / 130 a [3EDR00M #4 01D w w (2) 12" S.L. n 2 CAR GARAGE &TRAPS, PER Q 8' CEILING ELEVATION 71 rw/dryer dryer duct 6,_4,.s 3 10'-6" W �i Y 2 roof cup ENTRY EGRESS vent box 10' CEIDNG� 3 W LINE OF GARAGE DOOR O - ■ W/5KW 0240V 1PH- _ 18x13 plen scale :1 /8"=1'0" U) platform by bldr a HOSE o(D BIBOFT- / NOTE TO BUILDER: MUST PROVIDE UNRESTJ�IC D / CO 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS Transfer ducts/grills sized in compliance • ' (n with Florida Residential Building Code—M1602.4 _..................... ................................. W balanced return air. A LA EL, C' A L-C J-)' L- A, ) I'. S LLJ . . ` EXCEPTIONS 1-3 --- __j Q Q FLOOR PLAN I - SCALE. 1/4a _1.., ._0. -- __ D 0 � Q E m ALL ELEVATIONS J Q _ Rating Must have a minimum clearance of 4 inches around the air handler per the State Energy code. All duct has an r=6 insulation value.