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HomeMy WebLinkAboutBuilding PlansTERMITE SPECIFICATIONS: STRUCTURAL NOTES: R318.1 CAST IN PLACE CONCRETE TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, 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" 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, PLUS OR MINUS 1% AND HAVE 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENOS OF ALL TOP BARS OF BEAMS. CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 11/2" TO FORM U.N.O. TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES .. S. WELDED WIRE FABRIC SHALL CONFORM TO ASTMA-1064A/ A1G64M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES:" THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LEIS 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/ NOTES: 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 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION 'BOR-A-COR" USING ADDITIONAL CROSS -REINFORCING TIED TO FOQTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON PRODUCT METHODS MUST DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE LINTEL PLAN PAGE. WITH THE BUILDING DEPARTMENT 7. HIGH STRENGTHS SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN Of THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT 2.: PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF FIRST S RECORD FOR WRITTEN APPROVAL. ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 6th. EDITION (2017) IS TO 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLAC17D WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. EXTERIOR COVERING MASONRY WALL CONST. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL W EIGHT, GRADE N. TYPE 2, CONFORMING TO ASTM C90.014, WITH A MINIMUM NET COMPRESSIVE R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C 926 AND ASTM C 1063 AND THE STRENGTH A 1900 PSI (Pm = NFO PSI ) 2. MORTAR SHALL BE TYPE CONFORMING TO AST A. PROVISIONS OF THIS CODE. NF 3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3j8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS H A MAXIMUM OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. EXTERIOR WALL LATH ATTACH EMENT 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL IBE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. LATH s S NT MATERIALS EXPANDED METAL OR TH AND LATH ATTACHMENTS SHALL BE OF CORROSION REST TA 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL WHICH EVER IS LESS. REINFORCING SHALL BE PLACED 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL 7• GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR 1OFT, IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. MS05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS, PLASTIC SCREEN,. METAL LATH STRIP OR CAVITY QAPS MAY BE USED TO PREVENT THE FLOW OF 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). GROUT INTO CELLS BELOW. THE USE OF FELT PAPER: AS A STOP IS PROHIBITED. 8. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR R703.7.2 PLASTER. PLASTERING W/ PORTLAND CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHEN APPLIED OVER 9• TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. METAL LATH OR WIRE LATH AND SHALL NOT LESS THAN TWO COATS WHEN APPLIED OVER MASONRY, CONCRETE. 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 316-14. 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. R703.7.3 WATER -RESISTIVE BARRIERS WOOD CONSTRUCTION WATER -RESISTIVE BARRIERS SHALL BE INSTALLED WHERE CEMENT PLASTER (STUCCO) IS TO BE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER. THE INDIVIDUAL 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, ILE BLOCKING OR GABLE LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL LAYERS. THE BARRIERS SHALL .CONSIST Of ONE OF THE FOLLOWING.SHALL FRAMING AMING MEMBERS SHALL BE S.P.F. #2. BE USED. AT A MINIMUM ALL WOOD STRUCTURAL R E WITH 7 .2 1. TWO LAYERS OF AN APPROVED WATER RESISTANT BARRIER MATERIAL IN ACCORDANCE R 03 CONTENT 1 R LESS), U.N.O. ALL WATERPROOFING AND 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CO 9% 0 S), 2. ONE LAYER OF AN APPROVED WATER -RESISTIVE BARRIER (PAPERBACKED STUCCO LATH) OVER AN APPROVED FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS SYNTHETIC HOUSE WRAP. 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. R703.4 FLASHING. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE' CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE. CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. COMPONENTS. FLASHING SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. • EXTERIOR WINDOW/DOOR OPENINGS. 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS - INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTIONS WITH FRAME WALLS. WITHOUT WOODEN TOP PLATES. • UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. - CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. - WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.0E Fb=2600 PSI GLULAM BEAMS: SP/SP 24FV5 LAYUP 1.7E Fb=2400 PSI MIN. CONSTRUCTION. 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAF WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: • AT WALL AND ROOF INTERSECTIONS ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR OR OSB 11 • AT BUILT-IN GUTTERS. 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. S. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT: SHALL BE DESIGNED BY THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. 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.. FIELD REPAIR NOTES 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE PLAN FOR EMBEDMENT.DEPTH AT FLOOR STEPS. 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG #5 BAR INTO THE EPDXY FILLED HOLE. USE A TWO PART EMBEDME T EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE) MIXED PER THE MFGR'S INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY DURING BOND BEAM POUR. 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) # 5 VERT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. TO FOOTING). 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCT] N MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4) 4"x 21k" TITENS TO M1 FOR PLIFT LE THAN 1720# . IF CORNER STRAP IS MASONRY AND 7 1 NAIL T TRUSS FOR UPLIFTS LESS THAN 860 LBS USE 2 MTS 6 0 U S SS SO Od S O U S U ) S HGA 0 W' 4 1 4" x 1 1 2" SIDS SCREWS AND 5 1 4" x 2 1 4" TITENS ONE EACH SIDE OF TRUSS. MISSED CONTRACTOR TO INSTALL (2) SIMPSON 1 / O / / O / / NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED 01 NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE MISSED, CONTACT THE FOR FOR SUBSTITUTION. MASTER REVISIONS DATE DESCRIPTION 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 W EDGE DISTANCE. CONTACT FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. STRUCTURAL DESIGN CRITERIA CODE CRITERIA FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL FLORIDA FIRE PREVENTION CODE 6TH EDITION (2017) FLORIDA BUILDING CODE ACCESSIBILITY 6TH EDITION (2017) NFPA 7014, NATIONAL ELECTRICAL CODES (NEC 2014) & 6TH FBCR Ch. 3443 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318-14) SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301-10) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 53413) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2015 EDITION WOOD FRAMED CONSTRUCTION MANUAL 2015 EDITION APA PLYWOOD DESIGN SPECIFICATION 2012 EDITION AM RICAN SOCIETY OF ENGINEERS: ASCE SEI 7-10 E ETY / ALUMINUM DESIGN MANUAL- 2015 EDITION 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND. SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (B) LOCAL STATE AND FEDERAL BODIES DEFLECTION CRITERIA ROOFTRUSSES* LL/360 TL/240 COMMMENTS: ROOF RAFTERS LL/180 TL/120 ROOF RAFTERS (W/O CLG) LL/360 TL/240 FLOOR TRUSSES/ BEAMS ** LL/360 TL/240 FLOOR ]-JOIST*** LL/480 TL/240 *TL MAX 2" UP TO 4OFT SPAN * *TL MAX 3/4" *** TL MAX 1/2" GENERAL ROOF LOADING SHINGLE METAL TILE HEAVY ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) TOP CHORD LL 20 20 20 20 TOP CHORD DL 7 7 15 25 BOTTOM CHORD LL* 0 0 0 0 - BOTTOM CHORD DL 10 10 10 10 TOTAL (PSF) 37 37 45 55 BOTTOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE 20 ATTICS W/ HEAVY STORAGE 50 * ATTICS W/ NO STORAGE 10 (NON -CONCURRENT) NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN APPROVAL FROM FOR OR INDICATED ON PLAN GENERAL FLOOR LOADING TOP CHORD LL 40 (PSF) COMMMENTS: TOP CHORD DL 10 (PSF) BOTTOM CHORD LL O. (PSF) BOTTOM CHORD DL 5 (PSF) SPECIAL FLOOR LOADING GAME ROOM 60 (pSF) COMMMENTS: BALCONIES/ DECKS 40 (PSF) BALCONIES OVER 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 J. A SINGLE. CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. F. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED. TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY 11 BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE '..COEFFICIENT +/-0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL. SINGLE STORY HOME IS 15Fr, AND FOR 2 STORY HOME IS 3OFr ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHTS 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA ) O (+) 27.6 (+) 27.6 10 (-) 29.9 (-) 37.0 (+) 26.5 (+) 26.5 20 (-) 28.8 (-) 34.4 Q s 0 50 (+) 24.8 (+) 24.8 0 (-)! 27.1 0 31.1. (+) 23.4 (+) 23.4 100 (-) 25.7 (-) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x 7'-0" 16'-0" x 7'-0" (-) 51.3 (+) 24.3 (+) 23.3 (-) 27.5 (-) 26.0 GENERAL PRESSURE NOTES NOTES: 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 INDEX OF INGS SHT NO: I T -I LE 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS S-4 DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS M-1 i HVAC GENERAL NOTES: BUILDER NOTICE: 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. It is the intent of Designer/Engineer listed in the titleblock of these 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 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals clear information. Every attempt has been made to '+ 4. DO NOT SCALE PLANSDIMENSIONS ARE TO BE FOLLOWED AS INDICATED.. Prevent error. The Builder and all subcontractorsare required wired to 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 6TH EDITION (2017) RESIDENTIAL. the commencement of any work. The Designer/Engineer are not CONTROL OF CONSTRUCTION SITE: responsible for any plan errors, the Designer misinterpretations undetected and not reported to the Designer /Engineer prior to KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE construction. All construction MUST be in accordance re the - information found in these documents. Any regarding the CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, JOSSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE Information found i directed these plans should be directed to our Quality RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE r Assurance Manager321.972.0491. i ediatel . N b kcha es , an eat mm o ac Y rg IT MATERIALS, 0 EQUIPMENT, FROM MOISTURE MOLD FUNGUS FIRE THEFT VANDALISM TRESPASS OR ANY OTHER S E M R 0 PROTECT WITHOUT LIMITATION THE RESIDENCE CONSTRUCTION TQ will be considered for reimbursement by the Designer/Engineer PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED T0, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER without advanced notification and approval by the 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. in Designer/Engineer. Payments will be made in accordance to the terms of the agreement. CODE REFERENCES ARE SUMMARIES FO CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. HOMES Of Northwest FloridaIIIIIIIIIIIIIIIIIIIIIII 01 3000 (I U La } I. ' l [ , ` }_.4 PARKWAY GULFBOREEZE, FLORIDA I l . , 1 2� REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC (�o t ee0eti0 eT O Fly :� QPe� •�c1 S E r PLO I ++ S, b ++esia'l Tit% g E�a come ODD W p6?BF li O. Mmm IL �$ g0n� LLai wOt N6 zBPo pgQIL 13 m IL 0 � WYrW.FDSEND.COM � 0 C9 e Z o Z o o M Z N \ r Z N M N^, JJ W N LL 4- w v NRi ❑ 5 U 0 0 C N f0 F- co U = N E m w o t O U H d e _ ' m U 14a 0 0 N Obll m ® nAMCZ uf%RAW4= FLORIDA CONTRACTORS LICENSE NO. CRC1330146I 3000 GUL FBREEZE PARKWAY GULFBR EEZE FLORIDA 32563 PORT ST. LUCIE IVJob Information: `T N a I N W OCo Co a L V 00 N00 a: t as z t0 W LL CO N OJ ED Ln _Im(nCn Model Name / Number: 2320 Plan Issue Date: Thursday, June 25, 2020 KA PROJECT NUMBER: 19-8670 Sheet: 1 Of: COVER SHEET BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT MARK SPACING TOp BOTTOM SPECIES CAP.(plO BW1 16" (2)i6d TOENAILS (2)16d TOENAILS SPF NO UPUFr BW2 SP2 W/(6}10d SP1 W/ (6}10d SPF 402 16" STUD, (6)10d PLATE STUD, (4) 10d PLATE BW3 16" (2) SP2 W/ (6)10d (2) SPi W/ (6) 10d SPF 803 STUD 6 36d PLATE STUD, 4) 10d PLATE BW-4 16" (2) led TOENAILS (2) led TOENAILS SYP NO UPLIFT BWS SP2 W/ (6}10d SP1 W/ (6}10d 18" STUD, lOd PLATE STUD 4 10d PLATE SYP 439 BW6 (2) SP2 W/ (6)10d SPS W/ (6}10d SYP 878 16" STUD 6 Sod PLATE STUD, 4 SOd PLATE BW7 12" (2)16d TOENAILS (2)16d TOENAILS SPF NO UPLIFT SP2 W/ (6}10d SP1 W/ (6}1Gtl BW8 12" STUD, (6) 10d PLATE STUD, (4) 10d PLATE SPF 535 (2) SP2 W/ (6)10d SPS W/ (6}lOd BW9 12' STUD, (6)10d PLATE STUD, (4) SOd PLATE SPF 1070 BW10 12" (2) led TOENAILS (2) 16d TOENAILS SYP 0 SP2 w/ (8}10d SPS W/ (6}10d BW11. 12, STUD, 6)10d PLATE STUD, (4)10d PLATE SYP 585 (2) SP2 W/ (6)10d SP1 W/ (6}10d BW12 12" STUD, (6)10d PLATE STUD, (4) 10d PLATE SYP 1170 BW13 NOT USED ---DOUBLE 2x TOP PLATE' TOP OF WALL rip/ SEE PLAN P- 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 MS03/S-1 FOR NO UPLIFT CONNECTORS BRG WALL TO INDICATED IN WFD9 CAN MASONRY WALL BE IGNORED. CONNECTION INFO 2x MID -SPAN BLOCKING CONNECTORS W/ (2)12d TOENAILS D TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN 8'-0" SCHEDULE ABOVE F.F. BEE FOUNDATION 2x P.T. W/ 1/2" AB IP 32 O.C. W/ 7- INFO EMBEDMENT OR 1/2" A.T.R. W/ SIMPSON SEr W .. SW= SHEARWALL MIN. 7" EMBEDMENT PAST STEP DOWN.', ;' -r REQUIRES MIN ALL: SIMPSON 1/2" TITEN HD 6 32" O.C. 7/16" OSB PLYWO W/ SAME EMBEDMENT W/8d NAILS AT 4"o0 SEE GENERAL NOTE#8 BRG. WALL DETAIL IN FIELD AND EDGE. GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 24 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. SP4, SP6 AND SP8 CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SPi AND SP2 INDICATED IN SCHEDULE ABOVE S. IF "BW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE WF06/S3.1 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 REQUIRES MIN. 7/16" OSB PLYWOOD W/ ad NAILS AT 4" O.C. IN FIELD AND EDGE TO (1) SIDE OF WALL 7. ALL 2x EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE S. IF THE BEARING WALL IS INDICATED WITH THE BWS, BW4, BW7, BW10 THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOE NAILED TO THE PLATE AND THE 2x PLATE CAN BE ATTACHED WITH HARD CASED NAILS (GUN NAILS) AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 9. SPS/SP2-DRIVE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD. 10d= 0.148" DIA. x 3" LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPUFT(Lb) G1 (3)2 x 4 #2 SPF (4) - led TOENAILS 0 C2 (3) 2 z 4 #2 SPF DTT2Z W/ 1/2- WEDGE ANCHOR* & (8) 1/4" X 11/2- 2145 SDS SCREWS FC3 (3)2x 4 SYP #1-0R- (4)-16d TOENAILS 0 C4 (4) 2 x 4 SPF #2 D7r2Z W/ 1/2' WEDGE ANCHOR* & (8) 1/4" X 11/2' 2145 SDS SCREWS 65 4 x 4 P.T.#2 ABU44 W/ 5/8" ATR** U _ 626665 SYP POST & (12) - led NAILS 6 x 6 P.T. #2 ABU66 W/ 5/8" ATR'* G - 12000 SYP POST & (12) - led NAILS U - 2300 . 8 x 8 P.T. #2 ABU88 W/ (2) - 5/8" ATR** G=24335 C7 SYP POST IN (18) -16d NAILS U =.2320 CB 3.5 x 3.5 P.L. 1.8E Fb=2400 PSI HDU5SDS2.5 W/ (14)1/4".x 21/2" BOB WS & 5/8" EPDXY 5645 (WOLMANIZED IF. EXT.). ANCHOR, OR ATR** x 5.25 P.L. HDU5SDS2.5 W/ (14)1/4" x C93.5 .1.8E Fb=2400 PSI 21/2" SDS WS &.5/8" EXOPY 5645 WOLMANIZED IF EXT. ANCHOR, OR ATR** C10 3.5 x 7 P.L. 1.8E Fb=2400 PSI HDUSSDS2.5 W/ (20) 1/4- x 21/2" SDS WS & 7/8" EPDXY 6970 (WOLMANIZ€D IF EXT.) ANCHOR OR ATR*** 011 .25 z 5.2 P.L 1.8E Fb=2400 PSI HDUSSDS2.5 W/ (20)1/4' x 2 1/2" BOB WS & 7/8" EPDXY 7870 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** 7 x 7 P.L. HDU8SDS2.5 W/ (20) 1/4' x C72 1' EPDXY 7870 OLMANIZED IF EXT.) ANCHOR OR ATR***e" 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/SS _ 4. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2" ATR 6" EMBEDMENT FOR 5/8" ATR 8" EMBEDMENT FOR 7/8" ATR 5. IF ICI 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 (ILSE) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL DIA. / LENGTH PNEUMATIC GUN COMMON Y6. GUN APPLICATION. NAIL DIA.-LENGTH NAIL SPACING 8d OA31" X 2 A4" 0.131' X 2'k" SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS SOd OR 12d 0.148" X 3" 0.131" X 3" - SEE PLAN BLOCKING & TOE 0.148" X 3 AA" 0.131' X $ AA" NAILS & TOP PLATE 12d OA4B" X 3+A" 0.131'X 3'A' 8- O.C.(OOMMOM STUD WALL 6- O.C. GUN NAIL) CORNERS 10d 0.148" X 3" 0.131- X 3,. 8- O.C.(COMMON) STUD PACK. e" O.C. GUN NAIL COLUMNS led OA62' X 3 %" 0,131" X 3IA" 16D(COMMON) SEE PLAN 1(2) (3)16D (GUN NAILS) BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS (2) - 2 x 8 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) OSB FLITCH PLATE. NAIL SIMPSON LSTA18 OR (2) BEAM TOGETHER USING (2). SIMPSON I4TS20 TO WOOD POST ROWS OF 12d NAILS 012" OR (2) SIMPSON HETA16 TO CMU D.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 2 x 10 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) OSB FLRCH PLATE. NAIL SIMPSON LSTA24 OR (2) BM REAM TOGETHER USING SIMPSON HTS20 TO WOOD POST ROWS OF NAILS ®122"* OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2).2 x 12 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) DES FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS 0 12' OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2)-1 3/4" x 111/4- LVL CONNECTION: PROVIDE (2) 2.OE Fb=2600 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) M4 TOGETHER USING (2) ROWS HTS20 TO WOOD POST 1/4' x 3 1/2" SDS WOOD OR (2) I CMU OR (2) SIMPSON HETASB SCREWS ®16" O.C. TVP.: N. COL, U.N.O. ON ROOF PLAN. EACH SIDE. (2) -13/4' x 11 7/8- LVL 2.0E Fb=2600 Psi. NAIL BEAM CONNECTION: PROVIDE (2) TOGETHER USING (2) ROWS SIMPSON LSTA24 OR 1/4" x 3 1/2' SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS 0 16" OO. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN (2)-13/4". x 16" LVL 2.0E Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) (y( TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 3 1/2' SD$ WOOD SIMPSON HTS20 TO WOOD POST SCREWS 016' D.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 BEAMS REQUIRED (MIN. 4- BEARING EACH END) 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANYWAY WITHOUT WRITrEN APPROVAL FROM THE E.O.R. HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 117 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 (2) -2)(12 #2 SYP SEE GENERAL HEADER NOTE #5 OH4 W/ 1/2" FLITCH PLATE THIS SHEET (2)-1.314"X 111/4 ATTACH TOGETHERW/(2) ROWS IWX31/2' HS.. LVL 2.0E Fb=2600 PSI SDS WD SCREWS 0 16" O.C. TYP. EACH SIDE (2) - 1 3/4' X 9 114 ATTACH TOGETHER W/ (3) ROWS 1/4" X 3 1/2' H6 LVL 2.0E Fb=2600 PSI BOB WD SCREWS W 16" 0C. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS & STUDS RED. AT OPENINGS 2X4 WALL 2X6 OR 2X8 WALL OPENING JACKS KINGS ,,='JACKS KINGS SIZE EA.. END EA. END EA. END EA. END 1'-0"-3'41" (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" C.C. 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. 00 'a `v o to LO BIBB 54' 8" 160 MPH OPENING PRESSURES ENCLOSED - EXPOSURE 8 �d , .I i; -, t i �.�. ' \ I _ A IIIle '.. 7 -7+27.6 / -29.9 B +27.6 / -37.0 +26.5 / -28.8 O +26.5 / 34.4 +24.8 / -27A +24.8 / -31.1 9' 2" 20' 6" 25' 0" +24.3 / -27.5 O +23.3 / •26.0 $31 9191. 9' 9" 6" NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE "ALLOWABLE" PRESSURES 6" WALL LEGEND C6 TyP. BM3 BM3 O - - - - - FRAMED WALL 'O - - - - - 11' 4" 13' 8" `m 6' 0" 1.0' 0" 8' 8„ 5' 0" 2, 8" 8' 0" Well 9' 8" 4' 0" BEARING FRAME WALL SMS BMb 4050 SH ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING o ATTACHED PER NAILING SCHEDULE ACT AS 4 o ") L Gj Pe, SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR E 00 m I COVERED PATIO N I 6h° H1 CDBW2 Hi %lp 00 STUD SPACING AND GRADE. 20' 0" x 8'-6" O W CEILING 00 2' q^ v MASONRY WALL EGRESS o I Hi MS03 ® EGRESS o 25 SH ' DEL 25 SH iv ' S-1 DBL 25 SH F G.T. 2868 - - BREAK IN CEILING LINE �/'�\J ' �fQ GI....... • s ��4 GENERAL NOTES ?$ # a BEDROOM #4 BREAKFAST NOOK MASTER BEDROOM 1. R302.5.1 Door from garage Into house must be a E 8' CEILING VAULTED CEILING W CEILING minimum 1 3/8" solid wood door, solid or c E O. honeycomb steel door, or 20 Minute fire rated door. s A 51 P OP: g � 0 9 F N �? 2. Bathroom exhaust fans must vent to the exterior of r '�A •" ' ��'��� 14' 4" 15' 0" 3' 0" 2' 10" 5' 6' 14' 0" theacceptable Ve t lusi to attilc be permitted to exit is through `+ i � a O 36" FLAT BAR the soffit if solid soffit is installed 5'-0" on each side of `v TOP ON34'h" o the venting. m H WA " - - _ _ _ _ ; , 3, R302.6 The garage shall be separated from the 2, 4„ 3 6 o residence and It's by not less than 1/2-inch 8 p c9 (12,7mm) gypsum board applied to the garage side. a Garage beneath rooms shall be separated from all m habitable rooms above by not less than 5/8 inch a DBL-2068 2668 _ . ; I (15,9mm) type X gypsum board or equivalent. Where ig `r VAULT RIDGE LINE ; DBL the separation is a floor -ceiling assembly, the w _ _ _ _ _ _ _ _i _ Z ______________Lp _______ ___-_ _S.l._ ____ _______-____ ' stNCTUre supporting /n w - N - ---- ------ - , -- SINK = pporting the separation shall also E v "" m v N R SH `° -Z-i o w o I y rn protected by not less than 1/2 inch (12.7mm) g s 1 8 B a NID iq E- I to D/W z O gypsum board or equivalent. o A w 8 W m `~ r it �g W a o"= a In OD 00 BATH � { � FAM I Lip ROOM r _ y KITCHEN 4. R312.2.1 Window sills In dwelling units, where the $ %i BIN - 0, U le w BATH ( VAULTED CEILING = ,- r ` C 3' 10" 6• p" 4' 2" opening of an operable window Is located more than ° HE 3 8' CEILING t? VAULTED CEILING o 72 Inches (1829 mm) above the finished grade or is m - i J 60 surface below, the lowest part of the clear opening , (me ro y 4 „ 2668 of the window shall be a minimum of 24 inches ¢ „s ° Q ° q w i I 6' 8 2' 1" 2' T„ 2668 I a "w` q `" g d ni ai m = t eC , (61.0 mm) above the finished floor of the room in ,E - $ 13 p m d whloh the window is located. Glazing between the "� Ef s Z 9 as i z O - F - - mq o 0 0 N $ o o floor and 24 Inches (610 mm) shall be fixed or have E � R a o mo openings through which a flinch -diameter (102 mm) yy, uPi 8 s �LL Big m � m m 0 N I Y I W .-I 9' m 3 ti sphere cannot ass. a m P a m 0 5� 8 Zaa6 < °- R SH J G - - - � m a � � w I`T = 5. R306.4.2 All windows within 2'-0" of doors and in � �$ � � ® ° � o N NN hpj�' fV ,m m �+ N shower or tub areas will be safety tempered glass. 2 ggg W DBL-2066 _ 3666 N NtX4 'M. ATH N r-� @'m16 \WYW.FDSENO.COM 11110 _ - N O 6. Ceiling for exterior entries and covered porches to Y HALL - P.-I 8' E NG have 7/16". span rated OSB nailed per zone on m VI roof diagram nailing schedule or 5/8" COX.. z m 2' 6" 3' 8" 3' 4" w;2' `m ---�-� 1X T&G acceptable for substitution., - g 8' 0" y 6* Tmv 8' CEILING ,_. 8X4 COLUMN fD SX4.COLUMN • w Z N 107'O" TO CL . in 11' 4" TO CLG. O 7. EC: R402.2.4 Access doors from conditioned spaces to. $ Z �m 4 unoonditioned spaces (e.g., attics and craw( spaces)CEILING LINE_ _ _ _ _ 3068 00. - -- - - -- -_ 286 z n shell be weatheretripped and insulated to a level ME WA TG 8'. HIGH o o " , to equlvaierM. to the insulation on the surroundingm,'-'....aLy eTsurfaces.ro 42" HIGH o L7 7- io t/1 (,n M 0 t in m 8. Laundry Note: (Unless noted otherwise) dryer E Q) - <o KNEE WALL - eo M W/ CAP PROVIDE PLATFORM FOR 2668 vent thru roof max. igt. 35'-0"1 washer &dryer units m w HVAC UNIT VERIFY SIZE 2668 (washer unit to be always on left side when facing y x I WITH MFGR units) hansom box @ 36" aff Yo U - w 3' 10" 6' 10" 12' 2" '3' 6" 5, 6„ 1, 7„ 10,.1„ IF7 i --)]]E O w M wN I 9. Ceilings for exterior entries and covered porches to be Ln c of � c BEDROOM #3 ATTIDAOMS MING ° HANSON BOX WASH N I I N 7/16" OSB on underside of roof trusses shall be attached to all framing members with 2x blocking S U m m � n E 8' CEILING MIN.1'-10"X MIHEN RE . 1 Q v �y�y�p FOYER COLUMNS TO CEILING 10' CEILING m 36" AFF I I I sJI I_" • 8' CEILING io I i provided at perimeter. The OSB shall be attached w/ 8d nails at 6" O.C. field and 4" O.C. at edges or 7d screw N c ° '. F _ t o 0 ° 6 BY CO E ' - -Call 1O' CEILING DRY I I shank 3" O.G. field and 4" edges. Vinyl to be g attaches to OSB x U o N 8' CEILING per manufacturer specifications o p MSO iv 42" HIGH ro KNEE WALL 2868 - - - - - - - -� R/SH. ' m -R/SH - - - - D DBL-2068 "` I~�I GIRDER ABOVE _---"- ---6'2" BEDROOM #2 v 8' CEILING 14' 8" 7' 4" EGRESS DBL 25 SH O 14' 8" 7' 4" M i W/ CAP H2 BW2 cs ® DAMS HOMES W'l. DRYER VENT THRU -•-- 3068 S01 ROOF MAX LGT 35'-0" ° FLORIDA CONTRACTORS LICENSE NO. CRC1330146 EGRESS w/ (z)soss s.L., S-2 m NOTE: BUILDER TO PROVIDE iD -"°, 3000 GULFBREEZE PARKWAY & 5020 TRANS. a 10'-0" HIGH 20' 8• APPLIANCE PROTEcnoN IF Tm GULFBREEZE, FLORIDA 32563 .ABOVE i7 WALL •---- ----- _ _ _ , REQUIRED BY MUNICIPALITY. Q - n `+ O ' SEE 4 FOR DETAILS 'ACCESS AT TIC ' REVIEWED FOH s DIVISION LOCATION: , LOCATE IN FIELD i � PORT ST. LUCIE .ENTRY DBL 26 SH '22 1f2" X 54" MIN • " CODE COMPLIANCE M� � . Job Information: Toro• r B" ST. LUCIE COUNTY � O � 1 1OrO" R. {All% BOC"M t "� Y cc "i 16" SQUARE T.O.M.. a LU COLUMN0 2 CAR GARAGE 8' CEILING 00 M 610, N N O O 01 CD21 a y a CDO4 S-2 - -----------------`- i o. a a)S-3 ELEV „B„ E a p M tf O CRAFTSMAN ELBATION NOTE: AT ALL FRONT ENTRY COLUMN LOCATIONS USE TIE FOLLOWING: 16" SO. CMU BASE W/(2) #S'S A.F.F. W/6X6 POT W/SIMPSON ABU66 W/ 5/8" A TR & (12) 16d NAILS IN CENTER /COLUMN WRAP SEE ELEVATION FOR BASE HEIGHT ALIGN BEAMS Will H POSTS 000W N (O OD 'M i 1 , m L �✓/ /� com N _3 UJ .J 0 O S12 H SE ° ® m U7 W LIDLL CBI B In 1 1 H i o, VI Model Name /Number: 2320 18X7OVERHEAD DOOR LIM AREA CALCULATIONS 3 Plan Issue Date: 6 0 12 890 Tell 16''0" 2' 8" `9 N Thursday, June 25, 2020 1st FLOOR 2332 S.F. 214" KA PROJECT NUMBER: 54' 8" TOTAL LIVING (AC) 2332 S.F. 1"670 FLOORPLAN SCALE: 1/4" = l'-O" +RAGE 437 S.F. COVERED ENTRY (BASE) 54 S.F. COVERED PATIO/LANAI 170 S.F. Sheet: Of: ELEVATION 11B11 FLOOR PLAN TOTAL AREA UNDER ROOF 2993S.F. 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 = 2,340 x 3 = 7,020 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 1 400 GEN LIGHT'G & RECEPT. + APP. CIR. = 35,570 SUBTRACT 100 % OF FIRST 10,000-10,000 A= 25,570 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 25,570)=10,228 + 100% OF "B" = (20,000) = 20,000 TOTAL WATTAGE = 40,228 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 168 ASSUMED EDGE OF WALL Q m 2x6 WALL (FLOOR TO CEILING) 2' 8" USE 2 RED HEADS TO ANCHOR WALL FM24.1 ALTERNATIVE PROTECTION BARRIER N.T.S. 1 1/2' VTR SPACED 1/2" DRYWALL SseSTWN. EACH I 2x4 BO�. PLATE TUD KNEEWALL CONSTRUCTION N.T.S. 1 1/2" VTR 11/2" VTR 2320 PLUMBING RISER RHG a" VTR CII33 7 4 INSTALL FAN IBOX PREWIRE , / II II INSTALL FANS ) I I BOX PREWIRE _H CM ATTIC ELECTRIC IF REQ'D BY CODE ,I INSTALL FANS BOX PREWIRE —(----------- INSTALL FAN ♦ \ BOX PREWIREE, iIWP , /. GFI ' 4 I ' DISP :GFT IF t — l GFI W I (l GFI OR DW \ 20 20 ° FAN I IV PREWIRE \ GFI G FI / INSTALL FAN BOX PREWIRE FOR HOOD / R WP GFI 220 T w220 42 A � 42" AFF W.H. ATTIC ELECTRIC J o Z `\ ♦ i IF REQ'D BY CODE -------------- a w W GFI COACH LIGHT GFI @ FOR GARAGE 42" AFF DOOR OPENER ----------------------------------------------- PLACE COLUMN I I COACH LIGHTS ON NOTE: WALL BEHIND WHEN LOCATION OF METER AND PANEL BOX CRAFTSMAN ELEV \ TO BE BY BUILDER. IF NO GARAGE SERVICE IS USED ♦ DOOR IS PROVIDED A DISCONNECT SHALL w W w \ BE ADDED AT METER LOCATION. I I CHOSE BIBB I I ♦ \ I I I I I I ♦ \ I I \ ` _ COACH LIGHT '� - _ - - COACH LIGHT ELECTRICAL PLAN SCALE: 1/4" = V-O" ELEVATION "EIL' ELECTRICALNOTES: UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENLRAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND 6th EDITION FBCR, ELECTRICAL CHAPTER 34 THRU 43, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCIs (ARC FAULT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT IN ALL DWELLING UNIT PER 6th EDITION FBCR E3902.16 ALL 15 AND 20 AMP BRANCH CIRCUITS ARE REQUIRED TO BE ARC FAULT PROTECTED. 7. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED INALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70-14, SUCH DEVISES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 8. COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE PERMITTED IF EACH MEETS THE APPLICABLE UL STANDARD. 9. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 10. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP, 11. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 12. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2017 THAT HAS A MINIMUM SOUND PRESSURE RATING OF 85 dBA AT 10 FEET, AND EITHER HARDWIRED OR OF THE PLUG-IN TYPE. THE EXIT ALARM SHALL PRODUCE A CONTINUOUS AUDIBLE WARNING WHEN THE DOOR OR WINDOW ARE OPENED. 13. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' IF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE, RECEPTACLES OUTLESTS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THE 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. PER 6th EDITION FBCR E3902.6 14. IN ALL AREAS SPECIFIED IN N.E.C. 210.52 AND IN 6th EDITION FBCR E3901, ALL 125 VOLT, 15 AND 20 AMPERE RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. PER 6th EDITION FBCR E4002.14 AND NEC 406.12(A) 15. RECEPTACLE OUTLET IN GARAGE FOR GARAGE DOOR OPENER TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI). 16. ALL PERMANENT INTERIOR AND EXTERIOR LIGHT FIXTURES TO BE 100% CFL BULBS ELECTRICAL LEGEND SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH %�� FLOOD LIGHT $4 FOUR-WAY SWITCH $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURES TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE o CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT Lu ' DOOR BELL CHIMES (� WP WATER PROOF W/ GROUND FAULT 0 220 VOLT OUTLET &__ DOOR BELL ® SPECIAL SERVICES OUTLET DISP 0 DISPOSAL N❑ T.V. CABLE OUTLET L-= DISCONNECT SWITCH TELEPHONE CABLE OUTLET gp PREWIRE SPEAKER ® RECESSED LIGHTING JUNCTION BOX WP WATER RECESSED LLIIGHTING O THERMOSTAT ® BATH FAN O LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT I C INTERCOM SYSTEM ® L.E.D. DISC LIGHT EMI GARAGE DOOR PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED SAME AS UNDERGROUND WITH ELECTRICAL CONTRACTOR 200 AMP SERVICE 200 210 COPPER OR 4/0 ALUMN. IN 2" CONDUIT EMETER MAIN DISCONNECT 200 AMP A/C DISCONNECT UNDERGROUND SERVICE BY POWER COMPANY #14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL #12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE INTERSYSTEM # 8 TO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD 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. 2111 Ip ti_1m 00 q € $� $� W f $ 0N 0 � 00 R$S@m m' QB Iq a ti c N N w q I afr2' LL W ' O o Q� W W 0) a it ESP �'e� aQ ZgyF15 a 2 Z O W��a ' % lmsfi_ .o Qm '-m O 00 mmw �a S WE�� LL a O N 0 a�a 9 @ '-6WWW_ v DSENG.COM El ❑ ❑ n ` W0 Z om S (D z � OJ � a � Z r N N m W 1 0 � WV c Ln cm 2 �I i fB N E IIr F N 00 V .'([ cODva �0M'' Q N o m a, W tea_ AMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 I PORT ST. LUCIE IVI Job Information: `} Y N cn / Lu j w O c N _ II c Z N W N ` ' N Do O 00 D_ 'C O O t c� M a)O z N O 00 U M m a) a) J Lij OM W A / /��/� V/ LO tOL Model Name / Number: 2320 Plan Issue Date: Thursday, June 25, 2020 KA PROJECT NUMBER: 19-8670 Sheet: 4 Of: ELECTRICAL PLAN ur Ur 6LUUK O 60 -�FlN. FUR. 48- OFF RIDGE VENT 48" OFF RIDGE VENT LITE TEXTURED DECORATIVE CEMENTITIOUS COATING TOP OF BLOCK WI ;0 ZD jem-FIR— DOW HEAD HEIGHT (2) 25 SH WINDOW HEAD HEIGHT LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 25 SH ;0 FIN. - FL R. bo 2650 SH 4050 SH 2650 SH I 26106 VA I IU DOOR REAR ELEVATION -"A. B" SCALE: 1/4" = 1'-0'- 1 (2) 25 SH LITE TEXTURED DECORATIVE — CEMENTITIOUS COATING - OFF RIMEVEW 3068 DOOR W/2 1068 SIDELITES W/ 5020 TRANSOM ABOVE VENTILATION CALCULATION Formula = SF / 300 / 2 144 = not sq Inches of venting needed equally for Intake and exhaust Soffit prodyS P20,$ft2 4.121nets ain sf 77, % 'T F E OFT RIME VENT` 12 6 ALL 6 0 Ile 10 t kit allik 0 34/2 SH (2) 26 SH TOP OF BLI O ;D 00 25 SH 2650 SH FIN. FUR. RIGHT ELEVATION "B". SCALE: 1/4' - 1',0' i REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC I OR TOP OF BEAM I �P OF BLACK O Eo 0 b IL=�zj= L= I — FRONT ELEVATION "T'll. SCALE: 1/4" =1'-O" Is (0 pppp 02 ce Ed 0 mmo an: C1133LO vi W= 2 9 1 2F 2F E. U� 0 M ED m 2 0, 5 Com F1 n 11 (D z 0-3 z 8 0 04 1j z to z C14, M 2 A, We, U U 00 M iONp �t.2 —T DAM S' HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE V Job Information: LdV) 0 z04 LLI > 0 00 ID z C4 '0 Do LE R ED (1) M r- 0 Zi Uj =) 00) I -i M (n (n U) 39 VT Model Name / Number: 2320 V I Pian issue Date: Thursday, June 25, 2020 ♦ KA PROJECT NUMBER: 19-8670 I Sheet: 1111011 1 Of: ELEVATIONS - B ** ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING 20'-0" MAX 20'-0" MAX THICKNESS IS 15/32".) IF 15/32" IS SEE DET.TB03 USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP kECTIONS G.C. TO PR( BLOCKING 1 W/ ADA RE( FOR SPAN F 7/16" OSB. SEE"HIP/R BLOCKING" 0 W a_ x EQ. CONTINUOUS BOTTOM CHORD v BRACING 2 X 4 MIN. SEE DETAIL T804- - - - "X" BRACE SEE 9 (VIDE DETAILTB01 '0 COMPLY AMENDATIONS- ATING OF - _ _ 4 DGE - - - - a - - - DETAIL - - Q - - - - R o z Z w R - - Q x � Q o � a w - - - - EQ. TOP & BOTTOM CHORD GABLE END BRACING @ -� 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TB05 I REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTs 4 FT. 0 L____________________________________________________________. I I 4 Fr. 2 1 2 1 ' ' 1 5 FF. 4 FT. 2 5 Fly. 4 Fr. O2 " 2\ 2\\ 1 I 1 \ I 3 �� O O O 1 -2--?- 1- \ I 4 FT. \_\\ ___ Ir -- 4 FT. --0 -- - O O 0 4 FT. 3 O ROOF NAILING ZONE DIAGRAM O NAILATBASE 2ROWS @4"O.C.W/8dCOMMON NAIL ROOF. NAILING SCHEDULE. Q NAIL AT TOP PLATE TWO ROVI4"O.C.W/8dCOMMON NAIL NAILING ZONES (SHINGLE AND TILE) O NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD O NAIL INT. AT W O.C. W/ 8d COMMON NAIL ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 3 8d RING SHANK NAILS @ 4' O.C. ON EDGE AND 4" O.0 IN FIELD O STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. (NOTE: IF 518" PLYWOOD IS USED, CONTRACTOR MUST USE 1Od RING W/8d COMMON NAIL SHANK NAILS) O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER NOTE.. W/ 8d COMMON NAILS @ 4" O.C. 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 O (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL OR ROOF SHEATHING: (APA RATED EXPOSURE 1) 15/32" OR GREATER MEMBER IF GABLE END COX PLYWOOD (TILE) NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2" SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO MORE THAN 1/8". STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM 1/8" SPACE IS ALTERNATE PANEL WALL SYSTEM (PREFAB) ATTACH WALL SHEATHING W/ RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW 16GA x 13/4" STAPLES & 2' O.C. ON EDGE & 4" O.C. IN FIELD. FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8" 15/32" OSB (2)- 2x TOP PLATE 15/32" OSB EXPOSURE 1 EXPOSURE 1 BEYOND SHEATHING SHEATHING PROVIDE BLOCKING AE REQUIRED PE SECTION X-X NOT FULL HEIGHT SHEE 2x RIBBON VERTICAL OR BLOCKING BETWEEN FLOOR SYSTEM I S \ 1/2" _ I - 11 - -.Ir - m - _ II if If it II SOLID 2x I I If II II I BLOCKING @ALL BE!w III I I II II II 1 SHEATHING °-° III I I II II II I EDGES (SEE F- III C II II C II I I SECTIONX-X) 02 III OPENING 111 II 1 1 _ III II C II I II II _ IF III ul III II II III IF II II I 2x STUDS a III I I II I III II II 11 BEYOND. rn III I I I II I II II II 11 I SEE PLAN o III III I I I II ) I I I JI 1 II II II I I III II II II I �? 1_I L_ _ 1 Nam .�- •L 2x4 P.T. BASE PLATE BEYOND SEE PLAN AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7116" FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END, NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. ALTERNATING. STAGGERED BLOCKING SECTION X-X *CONTRACTOR TO INSTALL EITHER HORIZONTAL OR VERTICAL BLOCKING AS SHOWN. BOTH ARE ADEQUATE T131.3 I WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. CONNECTOR HEW ROR; - TRUSS ACTUAL ADAMS HOMES. 2 20 NEW Bw CONNECTORID 2 Y Ylaral BEARINGPONT CONNECTORUPLIBT FASTENERS NOTE$ TRUSS ID' uPUFT DESIGN RATING A01A,A06,A07B A08B,C1-05,EI,E7A.H7 L/R -971"or leu HPTAl6/PER TRUSS MFG 1810N (9)Udx 1-112" AID Al2, ESP, CI➢-05P, H5P, MP L/R -971" 1less HSCA/PER TRUSS MFG 3040# LIS)10d x 1-1/2" PO&, P09 L/R 960 p"r less H10A/.H10A 1040#/1040# (18)10dx 1-1/2" (18)10d x 1-1/2" PW L/R 1534 WorlaS (2)HTS20/2)HT520 2620IX/2620p (48)U":l-1/Z" C2, E3, H2, H3 L/R -216 Nor less MT512/PER TRUSS MEG 990d (141 Lod r 1-1/2" A09 L/R -. 177'-: por less (2) HETA16 / PER TRUSS MFG 2365p (12)16d AGE, A028 A05B, DOI, 003, 004, F03, F04 L/R. -. 15220 or less HETA16/HETA16 1910a/1810a (9)l0ax 1-1/2" (9)10dx 11/2" s' A13 A15,DOIA L/R 8510 or less HETA16/H10A 18109 1040# IS 110dr 11/2" (18)10d"1-1/2' 5 A16 L/R 1623No,1e11 (2)HETA16/(2)H1520 1920IX/26204 (12)16d (48110d x 1112' BID L/R 19258a, lets (2)HETA16/(2)HUA16 2365#/23659 112116d GR3 L/R 2911 por less (2)HETA16/MGT. 2365#/3965# (12)16d 5/8 AIR w/12"EMBED 11 (22)10dx 1-1/2 SIMPSON SET EPDXY @MGT KOl L/R 394 par le[5.... MTS121 MTS12 990N/990p (14)10dr 1-1/2' (14) Ud i 1-1/2' 603 L/R 503 Nor leis H10A/HUA16 1040#118104 (16)lodr&1/2' : ` (9) SOd k 1-1/2" A36 COLUMN C2 R 1623 p"r less OTT2¢ RIV$N` /2 WA 6 1/4 n1 1/2" SDSSCREWS PB1,PB2 CONTEND 106 FEE or leis PER TAUSS,MF6. TRUSS MANUFACTURER. _BESJ Rn 0 DATEOFIAYOUF. OATEOE TAUS$049XHEE1}; L=LEFT, R RIGHT& M =MIDDLE BEARINGS BEARING LOCATIONS ARE REFERENCOUTO TRUSS MANUFACTURER STROPS OMWING3 ALL CONNECTORS ARE SIMPSON PRODUCTS -12" OVERHANG @ GABLES U.N.O. SQUARE CUT FASCIA I -ROOF PITCH PER ELEVATION TRUSS 'LAYOUT FF B FF SHINGLE LOADING SCALE: 1/41' =1'-O" 0 SIMPSON - CONNECTOR SCHEDULE MARK TYPE CONNECTOR 8 FASTENERS SPF S"IP O:FRAME TO PETRIEw M10dx 11W OR � MASONRY HETA20w/(9)10dxl 1/2" 1310 lN/ FRAME, O H2.5AW(10)8d NAILS ESE S65 USP - CONNECTOR SCHEDULE CONNECTOR&FASTENERS SPF SYP HTAI6w/(10110dx117oR 15M 1870 HTA20w/ (1D)10d x 1 112" RT7AW/(10)8d NAILS 515 585 TO HIMW/(13)Iu0aI ir4- 1015 1040 RT1&Aw/(17)10d x 1112" 895 1020 ©FRAME FRAME H10A-2w/(18)1Ddx11/2'AT2PLYTRUSSES 00 JIGN RT16-2 w1(16)10d x 1 LIT AT 2 PLY TRUSSES 935 1060 OFRAME TO MTS12W/(14)10d x 11/2'(AT EXTERIOR 880 MTW12 w/(14)10tlx 112'(AT EXTERIOR FRAME LOCATION INCLUDE (3)12d TOENAILS) No LOCATION INCLUDE (3)12d TOENAILS) 1005 1195 FRAME TO MGTw/(22)10d NAILS AND 511' A.T.R, w/ 17 85MUGT15 w/(N)IOd NAILS AND 5/8" A.T,R. w/ 4695 MASONRY EMBEDMENT w/SIMPSON"SET`EPDXV 1T EMBEDMENTw/SIMPSON"SET'TO HrS2Uw/(24)IM x 1 IM(AT EXTERIOR 125 1310 HTW20 w/(24)10d x 11/2'(AT EXTERIOR 1285 1530 FRAME LOCATION INCLUDE (3)12d TOENAILS LOCATION INCLUDE (3)12d TOENAIL&FRAME TO (2)HTS20w/(48)1Gdx 1 IQ'(ATEXTERIOR (2)HTW20 w/(4B)10d x 11/2'(AT EXTERIOR r FRAME LOCATION INCLUDE(8)12d TOENAILSTARO 26M LOCATION INCLUDE(6)12d TOENAILS(EA) 2570 3DG0 HGT-2w/ (1B)10d NAILS AND (2) 5/8" AT.R. HUGT2W (16)10d NAILS AND M 5/8" A.T.R. FRAME TO MASONRY w/12" EMBEDMENTw/ SIMPSON SET' WEED w/1T EMBEDMEMw/SIMPSON"SET" 7020 9790 EPDXY(HGT3 FOR 3-PLY) EPDXY(HUGT3 FOR 3-PLY) FRAMETO FGTR w/(18)114'x 3'SOS WOOD SCREWS RFUS w/(12) WS3 WOOD SCREWS AND'A AND (21Q" 5- TITEN HD ANCHOR BOLTS 3400 4725. 43/4" WWEDGEBOLT 7100 d .MASONRY ). z () x (1) LGT2 W/(16) 16d SINKERS OFRAME d1 TO & (7)M4" x 2-V4' TITEN 2 1750 2030 MASONRY (SEE NOTE BS BELOW) O FRAME TO MASONRY/ (2) LGT2 w/ (32)163 SINKERS & (14) 1/4•x 21/4' TITEN(2 PLY TRUSS) 3600.M 4050-M (2) LUGT2 w/ (32)16d SINKERS & (10) 114• x 3' WEDGE-SOLT(2 PLY TRUSS) 3100-M - 3nOf 520-M 4S20-F FRAME OR (28)16d SINKERS FOR FRAME (EA) OR (32)1Ed SINKERS FOR FRAME (EA) O FRAMETO MASONRYI (2)Lon w/(24)1/4"x W SDS SCREWS &(5)3/e'x S"TITEN(2 PLY TRUSS) 4730-M 6570-M (2) LUGM w/(24) IW x 21/2'W325 SCREW38(4)3B°z5"WB(2 PLY TRUS3) 64WM 7050-M FRAME OR (52)18tl SINKERS FOR FRAME (EA) `+010-F 6880"F OR (56)16d SINKERS FOR FRAME (EA) 6480E 7716F ' BEAM TO HU410 OPTHUC410 W (18)1 l6d & (10)1Cd G#2680 HD410 OPT HD4101F Rd (20)1M & (10)10d G#3080 O BEAM NAILS U01885 I NAILS U#1B50 ©BEAMTO HU410OPTHUC410w/(18)Tn-EN G94600 H0410 OPT HD4101F w/(20)IMP x 3" G#3365 MASONRY 1/4' 123/4" & (10)1Dd NAILS UN18DO WEDGE -BOLT & (10)101 NAILS U#850 BEAM TO HU" OPT HUC46 w/ (8)10d NAILS B G#1540 GIVADG HD48 OPT HU40 w/ (8) 10d NAILS & G#1625 G#2015 L2 MASONRY/ (12)1/4"x 23/4"TTTEN(TO MASJ U#G8D U#1135 (12)1/4'.23/4°TAPOONS(TO MAS.) U#1030 U0850 FRAME OR (12) 16d & (B)10d(FOR FRAME) SYP-F SYP-M OR (12) l8d & (6)10d (FOR FRAME) SYP-F SVP-M (21 HETA16 OPT (2) HETA20 (2) HTA16 OPT (2) HTA20 FRAME TOO 1-PLYW(10) 10d x 11/2"OR 1�PLY w/(10) 10d x 11/T OR MASONRY MASONRY 2366 2-PLYRY(12116d � 2365 2565 2-PLY w/(12)16A 2430 2430 HTSM16 w/(8)10d NAILS AND (4) 114W 1/4'. 955 1110 HTNM16 w/(8)10d NAILS AND (4) 114'xl 3/41. 1145 1225 TAPCONS WEDGESOLT OFRAMETO MASONRY OR HTSM20W(10)10d NAILS AND(4)1/4-IQ IM 955 1110 HTWM20 w/(10110d NAILS AND (4) 1/4'x1 Y4' TAPCONS I WEDGE -BOLT - 1145 1225 FRAME TO H10SM(8) 9d xl 1/2" NAILS AND (2) 318'z4" 780 B10 MASONRY TITAN HD DTT2Z w/(8)V4'.11Q"SOS WOOD DnHT2 w/(8) 114" z11/2' WSI5 WOOD O FRAMETO SCREWS AND (1) 117 S A.T.R. EPDXIED wl 1835 2145 SCREWS AND (1) VT 8 A.T.R. EPDXIED w/ 1510 1835 MASONRY SIMPSON "SET° (SEE NOTE "I SIMPSON 'SET" (SEE NOTE #4) HTTSw/(26116d x2 VT NAILS AND (1) 5/8"9 HTT45 W(26) 16d R217 NAILS AND (1) ® FRAMETO A.T.R. EPDXIED W/SIMPSON'SET" 4375 5090 5/8"9 A.T.R. EPDXIED w/SIMPSON -sir - 5005 MASONRY (SEE NOTE #4 BELOW) (SEE NOTE #4 BELOW) FRAMETO HTT4 W(13) 1W x2 U7 NAILS AND (1) 518"9 HTT45 w/(18) 16d 321Q' NAILS AND (1) O MASONRY A.T.R. EPDXIED w/SIMPSON "SET" 3640 4235 5/8"9 A.T.R. EPDXIED w/ SIMPSON 'SET' 4160 (SEE NOTE N BELOW) (SEE NOTE #4 8ELOM OT FRFAME O. H10Sw/(24) 10d x1 VT NAILS 783 910 WGT7 w/(23) Ed x11Q" NAILS 875 1045 OFRAME TO HMBKTw/(4)1/4-xl 1/ZSDSW00D 760 760 RT16M w/(9) 10d x 11Q' NAILS& 1 1395 13975 MASONRY SCREWS & (5)1/4'Sd21/4" TAPCONS (4)1W x 1 3/4" TAPCONS FRAMETO VGT w/ (1IS) 1M-x3' SDS MOO SCREWS & OV MASONRY (1)5I8.0 A.T.R. EPDXIED w/SIMPSON 'SET- 3555 4940 w/12' MIN. EMBEDMENT FRAMETO (2)VGT W/(32)1/450' SDS WOOD SCREWS O MASONRY & (2) S/8"8 A.T.R. EPDXIED wl SIMPSON 5170 7185 'SET' W/ 12" MIN. EMBEDMENT VGT w/ (16)1/4')W SOS WOOD SCREWS & MU0T13 W(22) 101 NAILS 8 HTT45 w/ (18) OFRAMETO FRAME IMN2 V2"SDS WOOD 9285 4585 IDd NAILS&(1) INS' 9 A.T.R. - 4180 SCREWS & (1) 6/8" 9 A.T.R. OFRAME TO (2) HTTS w/ ISM 16d"l21Q' NAILS & 4375 5000 (2) HTT45 W (52)16d9Q 1/2- NAILS 5005 FRAME (1) SM'9 A.T.R. (SEE NOTE #4) & (1) SWO A.T.R. (SEE NOTE #4) (-FNFPa1 CpNNF(`Tl1F NMF9 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 #1 n4" TO TRUSS VERTICAL WEB w/ (2) ROWS OF 10d NAILS 0 3- O.C. STAGGERED. 5. 12" MIN. A.T.R. EMBEDMENT @ CMU BOND BEAM U.N.O. 6. SCAB TRUSS CHORD w/4'-0'2z SYP #2(MATCH CHORD LUMBER SIZE) w/(2)ROWS 1Od@4'FROM END &4"O.C. STAGGERED; CENTER AT CONNECTOR LOCATION AS MUCH AS POSSIBLE. U MINIMAL CONNECTOR UNO ON FRAMING PLAN 1. CONNECTION FOR ALL ROOF / FLOOR TRUSSES TO MASONRY WALLSI UNTELSI ICF WALLS UNO ON PLAN 2. CONNECTION AT 2C OR 32"O.C. PENDING VERTICALS FOR ALL FLOOR TRUSSES PARALLEL TO MASONRY WALLS SEE DETAIL FB72/S3.1 FOR MORE INFORMATION 3. CONNECTION FOR ALL HIP JACK (CORNER JACK) TO MASONRY WALL &ICF WALLSB.INTELS 4. CONNECTION FOR ALL CONTINUOUS RIM BOARD TO TOP OF MASONRY AT 32" O.0 MAX. w/(2) AT EACH CORNER. G.C. TO VERIFY LOCATION DOES NOT CONFLICT W/TA (IF APPLICABLE) LAYOUT 5. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALUBEAMS w/(2)12d TONAILS (D MINIMAL CONNECTOR LINO ON FRAMING PLAN 1. CONNECTION FOR JACK TRUSS TO WOOD WALL OR BEAM MINIMAL CONNECTOR UNO ON FRAMING PLAN ROOF FRAMING NOTES I. 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 REVISED W/OUT WRITTEN APPROVAL FROM FOS. FOR TRUSS BRACING AND IEVAM F(Ylh ROOF INFORMATION SEgTraAPLl I� � 771- N I ' > I J`.o% S° Pd''t`1SCA Nb m w o• M P - � Q. O�* of "O •.. 5� 4b v v N I t ED eN-1 .i DDo 6 b gw� m B 1c0 N W �X�,� aSQ�Nro ik OD 4k OH ggN D1Tjm VVm D1 LL LL E C6 3 Uj No a IxB2L�@ y ui g N 8 m lffla�l 0 g u ul;-w W� mNN mm� m LL 2�m d a o 04' ¢ C y .q3- 2 6 o sW g 20 F°- W W MNWV.FD3ENG.COM ❑ ❑ ❑ 0 CD _o Z N d Q N 1 CNJ - In Z n N M y 4� w o U _a IX g c (n =:I,(6 m F- U N E W t U ~ O 5$� x F; M DOVY �Q FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: 12100 L.V M > W � v M O G ca C Y FL % 1'-4" ROOF ` o d N 00 O.H. .� W 1- O 00 a O o U v M D) c N (0 W "/ LLE 10 c METAL DRIP EDGE + m z m a DE C.M.U: OR ICF WALL 2 x SUB -FASCIA o ~-ALUM `Lo 0 J L�I/.'J� o SEE TYP. WALL SECTION FASCIA "H 0 J co( J (� LO LL vi C IE a G, � Model Name /Number: 2x4 P.T. FASTEN TO -�`_ 2320 T-NAILS®2'-0/O.CONG SECURE ILHANNEL m Plan Issue Date: 0 12" O.C. 5 Thursday, June 25, 2020 CONTINUOUS VINYL KA PROJECT NUMBER: m � SHALL VERIFY SOFFIT MATERIAL CAPACITY TO RESIST THE DESIGN PRESSURES Y A 1"670 ®G.C. SPECIFIED FOR COMPONENTS AND CLADDING WIND PRESSURE Sheet: Of: TYPICAL SOFFIT SUPPORT DETAIL 3/4"=1'-O" to ROOF PLAN B LINTEL BEAM: — 1 COURSE LINTEL BLOCK W/ 1 It 5 NON- SHEARWALL SEGMENT BAR & 3000 PSI GROUT, MIN. 25" ' TIT�'T'fZT LAP (ACI 530) 11 101*�I I I I I I I I'' I' I I1 TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. FILLED CELL: FILL BILK. CELLS WITH 3000 P.S.I. GROUT ONE #5 0 LOCATIONS SHOWN ON THE FOUNDATION CONC. SLAB SEE PLAN AND FLOOR PLAN. FOUNDATION PLAN MIN. LAP 25" (ACI 530) FOR MORE INFO TOP OF SLAB MS021 TYPICAL SHEAR WALL SECTION —TYP. TIE BEAM W/3000 P.S.I. OONC. W/1 #5 REBAR CONT. SIMPSON SP4 W/(6) led X 11/2 SP6 OR BPS FOR 2x6 AND 2x8 WALLS SEE PLAN FOR TOP OF WALL AND LINTEL INFO. (PRECAST LINTEL - SEE LINTEL SHEET FOR '.. SIZE OF LINTEL) w •' '-,'PRECAST LINTEL- REG. OR RECESS TRANSOM OPENING R\ . •1.—"FRAME INFILL •' AROUND WINDOW •Y, • BY BUILDER SEE • WFOS FOR MORE INFO ` (2) 2X8 WOOD HEADER 77 — ' TURNED SIDE WAY - ATTACHED THE FIRST PLY 2X8 TO MASONRY WALL W/ SIMPSON HUS26 HANGER 0 EA. END. USING (6) 3/16" DIA. X 13/4' TAPCONS INTO MASONRY 'r • '• & (4) 10d X 11/2' NAILS INTO HEADER. THEN APPLY THE 2ND PLY TO THE 1ST PLY W/10U STAGGERED • 6" O.C. OPENING - N.T.S. MS07 LINTELS AT ENTRY DOOR w/ TRANSOM �—DOUBLE 2x TOP PLATE STANDARD HOOKS SEE MS05 FOR MORE INFO TYP. FILLED CELL W/3000 I P.S.I. CONC. W/1 #5 REBAR VERT. INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL i 8" C.M.U. 2"x #2 SYP/SPF P.T. W/ (3)1/2" X 8" "1" BOLTS OR (3)1/2" X 8" EXPANSION ANCHORS OR (8) 3" X 1/4" TAPCONS OR ?'- (8) 2 7/8" HILTI TIX-DNI NAILS 2x BASE PLATE SEE PLAN FOR MORE INFO I MS03 I FMMIVIG LGA I/ DnU/ Of ICnn) eynl-L I v n AAcnAmv nnnlnlrnrinnl nCTAII N.T.S. #5 REINF, 20" MIN. LAP BAR 9 #3 OR #4 REINFORCING BAR 93 R #4 LAP SPLICE " 25" MIN. LAP HOOK #5BAR #5 LAP SPLICE SCALE:1"=1'-O" 36"_MIN. LAP #6 REINFORCING BAR * GRADE 40 U.N.O. #6 41? SEWLE MS051 REBAR SPLICE DETAIL - GRADE 40 I N.T.S. ATTACHMENT REQUIREMENTS SIZE TAPOONS SPACING # ROWS 2 x 4 1/4" X 2aA" 12" 2 x 6 1/4" X 2o/a" 12"-0.C, 2 2 x B 1/4" X 2aA" 12" O.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. }PRECAST UNIEL ' (2) 2X P.T. i BUCKS W/. ; 1/2" O.S.B. ' BETWEEN i FASTEN PT 2 NAILER TO ' MASONRY IF DOUBLE 2X NAILER IS USED, USE 1/4"X 41/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED MS11 2x BUCK DETAIL N.T.S. V 4 8 BAR CONT. RIVIS5 12" LINTEL DETAIL 3/4" 11'0" i LINTEL PLAN SCALE: 1/4" =1'-0" ELEVATION °BTU IDA 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. S" BEARING EA. END 4. * LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE 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-0RETE F=FILLED WITH GROUT / U . UNFILLED #5 REBAR AT TOP PR = RECIMED. MIN. (1) REQ'D #6 CLEAR CLEAR I REBAR BOTTOM REBAR OF LINTEL CAVITY 111 p TOP KNOCK OUT LINTEL BLOCK 8F16113/1T DDDRBE Q 1INAL 1 1 j p GROUT `NOM`QUANTITY OF WIDTH J RS REBAR AT N5 BOTTOM OF OMOFt NOMINAL TOP o UNTEL CAVITY HEIGHT 801TOM REINFORCING 78 6"ACTUAL PROVIDED IN LINTEL (VARIES) TYPE DESIGNATION B'NOMINAL WIDTH GFNERAL CONCRFTFI.INTFI. MATFRIAI S GENFRAI INRTAI I ATION NOTES 1. To pretest Ihaels = 35W psl. 1. Provide full mortar head and bed joints. 2. fc prestressed llMels=GOOD psL 2. Shore filled lintels as required. 3. grouted per ASTM U76 fg= 3000 pal W/ 3. Installation of Ill must comply with the archusm ml snd/or structural draMngs. 4. maximum 3/8" aggregate and 8" to 11" slump. 4, UUmels ere manufactured with 51/2• long notches at the ends b accommodate 5. Concrete masonryunes (CMU) per mw C W/ vermall can reinforcing and grouting, minimum net area cmnpreash s abselph ='No psi. B. All lintels meet or exceed L/360 Vertical deflection, except lintels 17'3" and e. Reber per ASTM A615 Gretle 80. longer with a nominal height of 8' moat or fussed L/180. prestressing strand par ASTM A416 grade g. 90com field added rebar to be located et the bottom of the lintel cavity. 7. 270 low recreation. T. 7/3V dismatar wire stirrups ere welded W the bottom steel for mechanical anchorage. 7/32 wire Par A ITM A510. 6. Cart-inplaoe concrete may be provided in composite lintel in lieu of concrete B. Mortar per ASTM C270 type M or S. masonry unite. 9. Safe load raengs based on rational derl analysis per ACI 318 and ACI 530 10, Florida Product Approval No. 158.1 11. The exterior surface of limels installed in exterior concrete masonry walls shall have a coating of slucoo applied in Accordance win ASTM C-826 or other approved MIAMI& V. Uncle landed elmulteneouab with Vedtcal(T/evib and uplift) and lwdmMel(bteral) bads shoud be chmNed for combine loading whin the folbwirg equation: Applied vertical load ApPlled horb'onbl had < � 1.0 Sete Van cal load Sob horlmMal Toed. — + v •r 10701070 BRF60B/1T SFBOB/1T O O �: Q O O O O BRF14.113/1T 8F1riIB/11' •'n): O O a:) O 8F20-1B/1r O 140 ; O 'O O O •'4 ' BRF22-18/1T SF24-1B/1T 0 0 ED © 8F261B/1T O O SF3218/1T HURRICANE ANCHORS (TYP. PROVIDE KNOCK -OUT BLOCK FOR REST COMPLETE CMU COURSE BELOW SILL & FILL SOLID W/ (1) #S BAR FOR ALL WINDOW OPENINGS Il I� REVIEWED Frog CODE COMVUMOE" ST. LUCIE COtjI r 130 "U" LINTEL w/ 3DOOPSI CONIC. IGS SEE GENERAL CONCRETE HEDULE FOR REQUIRED EMENT flo. 90 HOOK I • EEE�� BED MS01 I BLOCK WALL REINFORCEMENT W.T.S. C TYP. BOND BEAM i 8" x 8" x 18" K.O. ; LINTEL BLOCK RLL WZ3000 P.S.I. CONC. W/1 #5 CIA. L REBAR 1 1 , INDICATES FILLED CELL FROM FIG. TO p BEAM WITH 1 #5 BAR MIN. — TYP. DOWEL 25" MIN. LAP (ACI 530) 1 •E . S E . ,�Oi .�,Q�• Q O• 04 LU * �. L'! ' O 90' F I C e • 7+; .a' N m LD a �0 DO 4w gc U) t0 m0.1, . U SS 'Co. g a! Xb 41: g qqMO, LL LL LL Ogg '. a ii W �j fA aWrl ao:z E 2 R a Z gym& 30 M I— 00 LL�2�EgB 0 DO 08 3 o to K rL � z W S k" V J F So WWV.FDSENO.COM ❑ ❑ ❑ Li Z o z g 0 Z n QY J � a M _ to Z N L/) LD M W c 0 T" g •o, L/1 M d fir? FM � J 0 1 S 00 an c tj rev0 �0 Q Lq o ncp a m AWA\DAMS HOMIES FLORIDA CONTRACTORS LICENSE NO. CRCIS30146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: +4) cc •; LtI O C N c z W A?' CL 0m O (D GO LL mU az vm 0JLLJ::D rn J M u) V) d 0 Model Name / Number: 2320 Tr Plan Issue Date: Thursday, June 25, 2020 0 KA PROJECT NUMBER: w w Y 19-86 7O rn Sheet: A 1 Of: 0 r m LINTEL PLAN .. Pi, _! SIMPSON HETA 16 EACH END SEE FLOOR PLAN FOR BEAM SPEC. c ;3 m i'111,11 O N Q ', II ,I YN C I I �t y N 11 I' ,I II 11 � II I' ,I 11 11 N .3 n tl 2 �p 9 N t ORP 1 ..',a.. c w�QP.• SE S ' NOTE: DETAIL CD22 / S•2 MAY BE SUBSITUTED FOR THIS .. DETAIL - UNLESS NOTED OTHERWISE 2 a CD21 ENTRY CMU COLUMN/BEAM N.T.S. m m a 15 c m 08 m S�11Hc W (0NW a �Ot?N O`I LL LL LL Lo mks v'Om°i BigO'eaQc d S,29Mw NY - BLOWN -IN R-30 INSULATION PER FBC c .B �` gp a ti a a z _ AND ENERGY FORM SUBMITTED WITH d B 2?g y <PERMIT ' APPLICATION PROVIDE BAFFLES AT EAVES (FOR VENTED ATTICS) �i'= gQ a ?: p 0 m m� BLOWN -IN R-30 INSULATION PER 12 Y m w m` 8•w m W mFBC AND ENERGY FORM SUBMITTED FIBERGLASS SHINGLES ORa ° " 12 WITH PERMIT APPLICATION SEE PLAN TILE ROOF (PER ELEVATION) e °p o oPROVIDE BAFFLES AT SAVE$ OVER APPROVED UNDERLAYMENT o m q1W L) o SEE PLAN FOR VENTED ATTICS) ( ) PER FBCR 905.1.1 OVER APA -.� ""� El 0 ❑ PRE ENGINEERED WOOD RATED STRUCTURAL SHEATHING L ,°-' MM1wY.FDSENO.COM FIBERGLASS SHINGLES OR TILE ROOF (PER ELEVATION) TRUSSES @ 24' O.C. (SEE STRUCTURAL NOTES FASTENED TO TRUSSES PER ROOF //�1 ' OVER APPOVED UNDERLAYMENT ; T r-� ' i� ��� �1 11 '� NAILING SCHEDULE) m o o PRE-ENG. WOOD PER FBCR 905.1.1 OVER APA RATED STRUCTURAL SHEATHING i�� - TRUSS ANCHOR (SEE PLAN) W o 0 Z .o n TRUSSES 24" O.C. (SEE STRUCTURAL NOTES _ _ FOR — _c DR—G. 1 Q FASTENED TO TRUSSES PER ROOFW HTN a Nn mow NAILING SCHEDULE) 1/2" DRYWALL ' '' TRUSS ANCHOR (SEE PLAN) FELT PAPER OR TRUSS PLATE • ° - , METAL DRIP EDGE a w Z TO BE INSTALLED ON OUTSIDE FACE 3/4" P.T. NAILER . • 2X SUBFASCIA (TYP.) FRAME FOR BUILT-UP o nn `1N _V` "' — _ :w SOFFIT. SEE ARCH. 1/2" DRYWALL CORNERS min 3 2x4 OR ( ) O 0 k-/ W° N PLANS 4x4 w/ 2x4 POST UNDER EA f6 ° — 1/2" DRYWALL METAL DRIP DRIP EDGE CURTAIN NAILER 1 x 4 P.T. @ WINDOWS n LINTEL BLOCK KEEP IN 3/4" FOR SHEATHING END OF SUPPORTING BEAM. NAILED w/ 8d NAILS @ 6 tJ O CONNECT ALL 2x STUD 2X SUBFASCiA 1 x 8 P.T. @ S.G.D. " O.H.W/ (1) #5 D A. REBAR& AND LATH WITH O.C. e TO TOP PLATE WITH (a) 16d TOENAILS -SOFFIT. SEE ARCH. PRECAST' U' LINTEL " " " " SEE ELEV. 3000 PSI CONCRETE (TYP.) ALL SIDES �O \° °O\ ( ) �/ �' \ O NERS FRAME FOR FOR NON LOADR G �I6 ro U E r PLANS \ " o '- c 1/2" DRYWALL _ SEE SCHEDULE N �'v ep0b RIN S \ BEARING SIDES NAILED '® o SEE PLAN FOR HEADER SIZE u p° ° v/ , w/ NAILS 8 O.C. G y M i f / \ O\\a\ a b. b.� O " , (no ® Q N O 'oD OPTION.• 15/32" OSB EXPOSURE 1 ON 1/2" x 8" J-BOLTS ` 3 c MAXIMUM - 2X PLATES MAY BE O.H. ExT. WALL W/ ALL EDGES BLOCKED. 1 CENTERED EA. () ` ' (TYP.)4 COURSE HIGH A.F.F. i DAMS HOMES ADDED BELOW T THE HEADER W/ EACH SEE ELEV. SEE T813 FOR NAIL ATTACHMENT. � SIDE W/2" WASHERS \ i CMU BASE FILLED W/ CONC PLY ATTACHED W/ (2) ROWS OF 16d (OPTION) STAPLE: 16 GA. 1 3/4" j (TyP) W/ (4) VERTICAL RENT W/ o NAILS AT 8" O.C. STAPLE @ 2" O.0 EDGES AND FIELD. NOTE: 44" MAX. SILL HGT. ON n " FILL CELL -(1) #5 DIA. HOOKS INTO FTG & AT TOP n c W FLORIDA CONTRACTORS LICENSE NO. CRC1330146 ALL BEDROOM WINDOWS. RERAR W/ 3000 PSI CONC. ALL LOCATIONS PLAN Al-A1 OF COLUMN F'1G�'�YY c /+ C® 3000 GULFBREEZE PARKWAY OWN N FOUNDATION .COME a GULFBREEZE FLORIDA 32563 VINYL FRAMED WINDOW w/ SCREEN VINYLF N u " & TIV ST. LUCK: ` DIVISION LOCATION: VERIFY FLOOR PLAN u L LOCATION OF OPENINGS IN EXTERIOR WOOD WALLS. IF NO " SIMPSON LSTA30 SEE FLOOR PLAN BO( F- PORT ST. LUCIE OPENINGS ARE INDICATED, FULL w/11-10d TO BEAM FOR BEAM SPEC. VI Job Information: STUDS ARE REQUIRED). j & TO FRAME BELOW NOTE: 44" MAX. SILL HGT. ON ALL BEDROOM WINDOWS. VINYL FRAMED WINDOW m WINDOW STOOL ell W/ SCREEN M w CEMENTITIOUS DECORATIVE PER SPECS n PRECAST CONIC SILL N FINISH 7/8" THICK PER ASTM N m C-926.96A PAPER BACKED FOIL R-4.1 a v O c 2X STUDS (SEE FLOOR PLAN FOR INSULATION AT CMU BLOCK WALL PER FBC AND ENERGY FORM P EXTERIOR FINISH - i P!"y"'gg�''�•�� U G n m 1/2" DRYWALL MORE INFORMATION). SEE TB13 ON SHEET 6 SUBMITTED WITH PERMIT APPLICATION P (SEE ELEVATIONS) CO � tl� A 6 0 g Z N N R-13 INSULATION AT EXTERIOR FOR NAILING INFORMATION FOR WALL SHEATHING. 1 x 2 P.T FURRING FTG. DOWEL #5 DIA. REBAR a .� W > 00 WOOD FRAME WALL PER FBC P.T. 2X #2 SYP. BASE PLATE 1 x 4 P.T. 17" IN CONCRETE - 25" EXTEND (ACI 530) ABOVE E a M AND ENERGY FORM SUBMITTED w/ 1/2 x 8 A.B. (OR 1/2" x 8" T1TEN BASE NAILER SLAB. ALL LOCATIONS SHOWN SIMPSON HETA20 , BUILT-UP CORNER MIN 2x4 / O W O O` m WITH PERMIT APPLICATION HD) w/2" WASHER AT 32" O.C. WOOD BASE ON FOUNDATION PLAN w 10-10d TO COLUMN / Al , Al (3) OR 4X4 POST W/ 2X4 UNDER m 7 Z N (0 oo £' m w WOOD BASE MIN. 6" FROM END •SEE W507 POST ' ' EACH END OF BEAM „ C% m r` a SEE FOUNDATION PLAN FOR TERMITE SHIELD , SEE FOUNDATION PLAN FOR f0 J W M o FOR SLAB INFORMATION TOP OF SLAB SLAB INFORMATION — - TOP OF SLAB — - — NOTE: I � 2 X 4 P.T. PLATE O` M O 00 ' ^ ' ) LID V! V J LL �- _ BOTTOM STRAPS MUST BE N Model Name/ Number: * 1 �� - * to INSTALLED ON INSIDE OF a GRADE l GRADE COLUMN. DO NOT BEND ( c STRAPS UNDER PLATE. 2820 N PLACE STRAPS IN FILL CLEAN 3 w N o SEE PLAN FOR RE CELLS w/#5 REBAR 'r „ •;, , ; r (TYP. 4 COURSE HIGH CMU BASE ) s Plan Issue Date: COMPACTED ,1 -J w -BAR QUANTITIES �, y•' NC - SEE PLAN FOR FILL .. m c7 A II . all.... SIZE,DTOP OF COLUMN BASE d Thursday, June 25, 2020 SEE PLAN �� °• " 2'-0" AFF U KA PROJECT NUMBER: - SEE FOUNDATION PLAN SEE FOUNDATION 16'�II FOR FTG REQUIREMENTS PLAN d 19-8670 Y NOTE: DETAIL CD21 / S-2 MAY BE SUBSITUTED FOR THIS NOTED OTHERWISE T m ti o Sheet: S-2 Of: WS01 TYPICAL WALL SECTION - 8" CMU 3/4"=1.0" CD22 ENTRY CMU DETAIL - UNLESS COLUMN BASE w/ FRAME ABOVE N.Ts. N a WS02 TYPICAL WALL SECTION EXTERIOR FRAME TYPICAL FRAMING DETAILS V C N Uy C N N N Y 0 O N NN_ yC 6 O 3 6 V s ��emll llrgaii �0 TORq=!!i`r GEVASt:•'S 'o r Ate: P. N' 21 OF PROVIDE 2x4 ON TO o a PL OF 2x8 TO BLOCK OUT 2 ROWS 12d @ TOP PLATE ATTACH w/ 3" O.C. (2) 12d NAILS O.C. OUBLE 2x4 n r,.f� m (SOLID BLOCK w/ 2x6) TOP PLATE �'eEe,' - v� 2x4 STUD PER PLAN 2x4 BEYOND AGAINST 2x8 STUDS OP SPLICE g NOTE: @ ALL EVE CONDITIONS ATTACH 2x STUDS OUBLE 2x8 2 TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. TOP PLATE n SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN 10P PLATE W 8d 2 1 2" x 0.131 NAILS (SIM. W/ 2x6 E - NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) 2x4 W/ 2 ROWS OF 'a v N WOOD BEAM SEE . LC 00 010 12d NAILS @ 3" D.C. SIMPSON HUC410 OR 2 `�' 8 s w g m F � � r TOP PLATE TRANSITION PLANFoasI2E Huczlo () 3 go„� '�"" 8a� a PIPE OR DUCT w/ OUBLE 12d ' TO BUILT-UP COLUMN @� s€ m D R z Lo PENETRATION THRU O N m o TOP SPLICE ;� SUPPORT COLUMN BUILT-UP MIN. D n °o w TOP PLATE W/ MORE (3) 2x4's OR 4x4 W/ (2)-10d `d' ' € Q 3 m u' y THAN 50% OF TOP a o w 2 ROWS 12d NAILS 8" O.C. EACH PLY LL g g 0 a E g a s o: PLATE WIDTH INSTALL @3"O.C. (SHOWN AS 4 x 4) m "'}2 29� z z o SIMPSON PSPN516Z ; ; (2) SIMPSON HETA20'S '� w 5" » W m ¢ m O w/ (12) 16d NAILS TYP. w/(12)-16d EA. TO COL. Y was= W m m TOP & BOTT. .'� ' `ii ALT: (2) MS TAM36 STRAPS o - i €' Z .�%,'u ¢ a NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS BOTTOM SPLICE TYPICAL BLOCK ; , CENTERED w/ (13)-10d NAILS @ E . , Z LL o " a OO � OVER STUD WALL `x. Ea TO COL. ?. t & < F w TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. <- , TIE BEAM n g j € W SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ � .a� WWW.FD$ENG.COM ❑ ❑ ❑ (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO TOP PLATE W 8d 2 1 2" x 0.131 NAILS 2 /� 0 * NOT REQ'D. WHEN QT SYSTEM IS APPLIED /W� 1 Z o NOTE: N Z N PLATE LENGTHS MUST BE AT Z ddd O LEAST 8'-0" LONG. TYPICAL ¢ rrrm WF17 TOP PLATE SPLICE DETAIL 3/4"=1'-0" CD04 BEAM @RAISED ENTRY MASONRY WALL N.T.S. d V I d c v' Z N N CO.. .Arl U W nE 1 O m N m U N E f EXT. OUT EAM TO 00 BSIMPSON HUC410 UCKET SEE ROOF TRUSSES BF SPECIFIEDPONRPLAN y U c v m 0 N O N •N N O t'j N 1' 1Ye" lih" 1�a 4a i C y C� * CRIPPLES MAY/MAY NOT BE PRESENT. VERIFY HEADER ELEVATION PLAN FOR MORE INF - - a N ° a m SEE ROOF PLAN .3 FOR BEAM SIZE DAMS HOMES Q u u (2) 2 x 4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2x 6 LAMINATIONS W/ (2) ROW OF STAGGERED 10d ROWS OF STAGGERED 16d ROWS OF STAGGERED l6d 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=&1/2")OR EQUAL (D=0.162",L=3.1/2.1 OR EQUAL HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 1 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) 107-0" - 16 3 4 3 4 HEADER ANCHOR NAILED TO TOP PLATES, & CONNECTION INFO c` i HEADER & JACK i FOR c 4 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 HEADER SIZE &GRADE NO.&SIZE OF RAFTER SEE FLOOR PLAN FOR COLUMN SIZE& ; -- REVIEWED ^ �pn p,pw CODE COMPLIANCE.. 6 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 EACH END =------ -- --- ---= BASE CONNECTION INFO •- ---- ---------• sT. LUCIE COUNTY a SEE PLAN FOR (2)LSTA 30 OPTION A OPTION B F DIVISION LOCATION: BEAM SIZE 1/2" OSB FLITCH PLATE ^ OV� NOTER' SEE FLOOR PLAN FOR REQ'D ONLY WHEN INDICATED : B $ PORT ST. LUCIE 1) ADJACENT NAILS ARE DRIVEN FROM 3) FOR 4PLY, PROVIDE V4"09. x 51/2" LAG OPPOSITE SIDES OF THE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) ON BEAM SCHEDULE/PLAN COLUMN SIZE y Job Information: 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NDS SECTION 15.3 FOR 2X CRIPPLES @ 16" O.C. SEE SCHEDULE CONNECTION INFO = THE THICKNESS OF THE LAST LAMINATION. ADDITIONAL INFO. W/ SIMPSON SP2 TYP. •" r AND BOTTOM 2-ROWS 12d SECTION A -A WF37 TYPICAL COLUMNS DETAILS N.T.S.TOP STAGGERED@�� y I' 12" 0/C EACH SCALE: 1 1/2" = 1' 0" a w * WHEN STUD LENGTH FACE OR 3-ROWS IS LESS THAN 12" USE 12d NAILS STAGGERED M LSTA30 STRAPS AT EACH @ 12" O/C FOR 2 x 10 A A m O STUD WRAPPED OVER OR GREATER HEADER /� o TOP PLATE & NAILED D= FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 11/2" CONTACT FOR FOR SOLID W/ GROUT. (NO TO HEADER EACH SIDE SEE PLAN FOR ,�y, ""� 4 � ql.I REQUIRED) FILL ALL HOLES IN DOUBLE 2 x #2 - ;. - { TOP OF BEAM �9 $. FURTHER INSTRUCTIONS REINFORCEMENT STRAP S.Y.P. HEADER W/ 1 a N DCVp 1/2" FLITCH PLATE 'SEE ROOF PLAN rn :,. SOd NAILS @ HEADER. (U.N.O.) FOR SIZE & 'CONNECTION INFO.. ~ 4. O M 8" O/C TYP. , _ c CN GO U v FILLING AND BLOCKING AS m DOUBLE 2 x 4 REQUIRED FASTENED TO °D z a V m CRIPPLE STUD HEADER W/(2) ROWS SEE FLOOR PLAN FOR m O TYPICAL (U.N.O.) OF 12d @16" O/C UNLESS COLUMN SIZE & BASE o 0 m W Z) , L� NOTED OTHERWISE CONNECTION INFO vn �// U) Model Name F.F. v OVERHANG 2 x 4 STUDS TYP. , �'• •:� , �• a/Number: 2H2O ,�• :. SIMPSON H174 W/ (18) y ^ '" ,•, 16d NAILS & A 5/8" Plan Issue Date: • '• •' EXPANSION ANCHOR TFOO�- Thursday, June 25, 2020 '••• p,, W/ 6" EMBEDMENT U.N.O. OR81/Y'ATGARAGE KA PROJECT NUMBER: • INS STEP DOWN mV FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" * *HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING P.T. BOT. PLATE • . '. r •.• ---SEE FOUNDATION 19-8670 NOTE: FOR OVERHANGS LESS THAN 5/8" • NO REPAIR REQ'D. WALLS WITHOUT UPLIFT •' PLAN FOR MORE INFO a s-/� v{ Of: oSheet: N MS18 RETROFIT WALL OVERHANG DETAIL N.T.S. WF09 WALL HEADER DETAIL N.T.S. CD11 COMMON BEAM ATTACHMENT N.T.S. TYPICAL WALL DETAILS 0 *DIAGONAL SPACED AT 20'-0" O.C. MAX L _ SAME SPACING AS BOTTOM CHORD LATERAL BRACING _ - "" 7TOR O BE LESS THAN- . EQUAL TO 45° - J ••-� MINIMUM 2"x4" CROSS BRACING (SEE PLAN FOR - 4 •;,, - 1 LOCATION) ` BLOCKING I I I G U Q I I m i (3) 12d m PER JOINT CONTINUOUS LATERAL BRACING- - Y NAIL OVER X-BRACE AS SHOWN- , INSTALL BLKG. AT TRUSS WEBS ' CONTINUOUS BOTTOM CHORD BRACING 2"X4" MIN. FOR NAILING X-BRACING - 2x4 SPF OR SYP W/ (3) 12d @ EACH TRUSS WEB y a d 3 N N N TB01 TYPICAL CROSS BRACING DETAIL N.rs. TB02 TYPICAL CROSS BRACING DETAIL w s 0 PROVIDE 2X4 MIN. BLOCKING AT1�eTORR'`°s, CENTER LINE OF HIP/RIDGE, TYP. BETWEEN TRUSSES W/ (2) 12D E `�Q�. N S E NAILS EACH END TO TRUSS TOP oj: 0A CHORD ; 51" T TYP. • TRUSS ALTERNATE TO BLOCKING 3 O`er A PRE-ENGINEERED OVERLAP TRUSS BRACING WOOD TRUSSES AT LEAST ONE TRUSS v, � A TRUCTURAL PACE s ofd�i �R'o;.' • �L �' \� `• G.T. - -- SHEATHING °' s°�`i `` 4.'%";;•" 7 RIPPED 2X4 SYP #2 d ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D NAIL TO TOP CHORD TO PREVENT SHEATHING ACK - - - OF HIPPED TRUSS W/ o SPAN FROM EXCEEDING RUSSE HIP 12d NAILS 0 6" O.C. o MAX 24" SPAN (EITHER G.T 2 SIDE OR BOTH IF REQ'D) a 0 0 (2) 12D NAILS MINIMUM (3) 12d ROOF AT 12" O.C. MAX PER JOINT MINIMUM 2"x4" SPF OR SHEATHING E ` to SYP TRUSS BRACING `�° $ s2 g �' `H N °J SEE *SPACED AT 10'-0" MAX ti E w� v 0 W co PLAN ui g , � 4 N #JI vJJk J rym LL LL LL 2X4 BLOCKING °@ W D BETWEEN TRUSSES HIP TRUSS ¢ $ ty Q ' » LL l Ld �++ w g$ (A o<na A ggB 0 w .T''fiEpg OQc°mg 11C Za Sv¢ Z p TB03 HIP / RIDGE BLOCKING DETAIL N'r's TB04 TRUSS BRACING OVERLAP DETAIL (TYP) N.r.s. ` ss13 LL H-iLL z 3 0: o Y va$ W�NK m m m O�¢Ou fn o�d W v�w 1°-€ WW1W.FOSENG.COM ❑ ❑ ❑ N W U N z p TRUSS NOTES: m z N n` z � O G J U) 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND 3 LL BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED c z r` TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS, NO EXCESS CONCENTRATION OF ANY N O M CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT W v N O EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. h �---L 2. ALL BRACING (DB,C8,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL U w a LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. I... 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION. c O 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OFTHE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. cq pp SEE TYP. TRUSS BLOCKING DETAILS E SHEATHING � w t 00 d � •� 4 ° 3T04TRUSS 2x4 AS SHOWN '® O: 00 TRUSS SPACES ALTERNATE M DIRECTION Q N O U(1 Q,W RU m A DAMS HOMES a , VERTICAL SCAB 2X6 #25PF 48"O.C. ° SEE (2)-1 NAILS R�. V'L-►A/C®. �� o " W/ (4) 12d TOP &BOTTOM OR H5 TRUSS REVIEWED G a FLORIDA CONTRACTORS LICENSE NO. CRC1330146 OR HCLR/LL IN PLACE OF (4) IOD SECjION TO TRUSS REQUIRED@ RAFTERS GREATER THAN W-O" B-B CODE COMPLIANCE 3000 GULFBREEZE PARKWAY $T" LUC'E GULFBREEZE, FLORIDA 32563 SEE PLAN OUBLE TOP DOUBLE p PRE-ENG. TRUSS PLATE SECTION B'B TOP PLATE ��.+ep t DIVISION LOCATION: 2x STUD WALL � '"" ~ BEE PLAN PORT ST. LUCIE CONV. FRAMED RIDGE m Job Information: MAY BE NAILED w/ MIN. VERTICAL SCAB 2X6 #2 .m. (4)12d WHEN IT LANDS SPF 48" O.C. W/ GT NEXT TO PRE-ENG. TRUSS 2x8 BL KING. NAILED @ EACH v=o ate-. TOP &BOTTOM ORR H5 O OR } N SIDE w/ (3) 12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12d ¢ / W .] REQUIRED @ RAFTERS GREATER REQUIRED w/ (2) MTS12'S cv y e THAN 8'-0" o d) M COLLAR TIE m O a u EVERY 3rd SHEATHIN RAFTER � 2X4 BLOCKING BETWEEN CB I BEVEL CUTS a m C @ EACH ENTRUSSES D, (GONTtlEAC EACH R," .4 y W NAILS(OPTIONAL) n N B TB 2X4 SPF W/ (2) #7X3-1/2" C. � x� ). ��y. - ALTERNATING DB WOOD SCREW EACH TRUSS J �' 6 s9'�$ti>' 2 a w O OR H5 @ 48" O.C. m a O M BLOCKING E > O 00 O U N PRE-ENG. TRUSS N (O 00 i CONT. ROOF SHEATHING AT TRUSS TOP m ,• i . Do a) STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREAS NP. m �< SEE PLAN FOR CONNECTION J Fa'Li e n 2X4 P.T. BLOCKING BETWEEN h DIAGONAL WOOD 2x8 #2 SYP RIDGE BEAM O O W TRUSSES W/ (*12d NAILS @ AT 8'-0" TRUSS Model Name /Number: EACH END MAX 2X6 RAFTERS @ 2'-O"O.C. MAX. W/ (3) 12d COMMON WALL BELOW 2320 TOENAILS TO RIDGE BEAM (SEE PLANS FOR TYPE) 2x4 RAFTERS FOR MAXW (3) THAN CONC. MASONRY 4 FT @ 2•-0° O.C. AT 10D v 2X4 CONT. AT STEEL OR WOOD COMMON TOE NAILS TO RIDGE BEAM cVi _ T & B CHORD BEARING SUPPORT Plan Issue Date: TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING Thursday, June 25, 2020 @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING KA PROJECT NUMBER: r 19-8670 a Sheet: -4 Of: ti N TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS N•r•s ROOF FRAMING AND BRACING DETAILS A a rp THERMA-TRU INSTALLATION KEY DIFFERENCES CHECK LIST Rough openings are 1/4" rmailer 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. FS SPA EVE R5 6" 6" SINGLE DOOR i„ SPA EVE SINGLE DOOR W SIDELITE ", 6r, 3" 00 3" ttx3a 3'r 3" 3rn I III - - 111 1 r I Ie 1 3,r 3" 3" 3' 3„ 6 6 6" 6 DOUBLE DOOR W/ SIDELITES in 6, ;PACE --VENLY p" 6 SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO BE 11-091 IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE / FILLED PVC. PIPE. O cM TOP OF SLAB 00 Z 111 -II ' I Ie.IINoII° I f Ir - IT I o v B of p z , 0 16" MIN. DIAMETER ! CONCRETE FOOTING 1 PROTECTION BARRIER DETAIL N.T.S. A 3„ SPACE EVENLY x I ' .... 8 8 SEALANT L E I� NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING ' NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. Root Cal • i� Poot OaoW Jtaa "Case Ur`"a 5Ah fP pAM 3tCO° J<ea w Rake Metal Drip q2 Edge 2g" 5" 7" s to use in eaves about 1/2" if drlP edge is usetl, or about 3/4" if no ono etlge is used. Valley ceraedine r SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY TEXTURED, PAINTED BEHIND FLASHING EXTER. WALL FINISH ANDEKMINIMIIE LOCATIONS) OF 6' ABOVE 6^ X file H GALV. VERTICAL RISE OF FLASHING VERTICAL WALL FLASHING CONT. AT KNEEWALL AT ENTRY PLASTER STo SEALANT Roof SHINGLES U' e" X B" H GALV. T FLASHING CONT:1 FLASHING DETAILS NOTE: THIS DETAIL IS REQUIRED FLASHRNG AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF W'DOW AND/OR SGD FRAME MIN.) GLUE STRIP w/ ADHESIVE SEALANT & SCREW w/ 3/16" \ x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATION OF WINDOW ATTACHMENT N.T.S BUCK STRIPS -1x4 (DEPTH OF WDW. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS 1/2" DRYWALL FLAT HD. "TAPCON" SCREW THRU " THE WIDOW FRAME INTO MASONRY JAMB MIN. 4" FROM END AND MIN. 16" C.C. 1/8" SHIM SPACE EXT. FINISH ° DRIP EDGE WINDOW SEALANT GENERAL CONTRACTOR TO COORIDATE BACK OF JAMB SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S 2X WOOD FRAME BY OTHERS SHEATHING BY OTHERS CAULK BETWEEN FIN &SREATHih BY OTHERS O.A. WINDOW HEIGHT EXMRIM 11/2" MIN; EMBEDMENT —lib WOOD SCREW TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S S/a" 1/4" MAX SHIM SPACE 1905.2.8.5 DRIP EDGE. PROVIDE DRIP EDGE AT EAVES AND GABLES OF SHINGLE ROOFS, OVERLAP TO BE A MINIMUM OF 31n (76cm). FAVE DRIP EDGES SHALL EICTEND *in BELOW SHEATHING AND EXTEND BACK ON THE ROOF A MINIMUM OF 21n. DRIP EDGE AT EAVES SHALL BE PERMITTED TO BE INSTALLED EITHER OVER OR UNDER THE UNDERIAYMENT. IF INSTALLED OVER THE UNDERLAYMENT, THERE SHALL BE A MINIMUM 41n WIDTH OF ROOF CEMENT INSTALLED OVER THE DRIP EDGE FLANGE. DRIP EDGE SHALL BE MECHANICALLY FASTENED A Mk IMUM OF 12in ON CENTER. WHERE THE Veed AS DETERMINED IN ACCORANCE WITH SECTION R301.2.1.31S 110 MPH 1177 KM/HL OR GREATER OR THE MEAN ROOF HEIGHT EXCEEDS 33 FEET (10.05H mm), pfllP EDGES SHALL BE MECHANICALLY FASTENED A MA%IMUM OF 41NCHE5 ON CENTER aLs Ha8on Instt0cgo2ls For MI Fllfed Windows With Mountin Fin yIncludes fl-Lite all of the following series: 626 / 826 / Al / FLIS / AZ30 / FL30 / V1300 / VSS80 / V300 / V380 a.: n; ••,tiah,L: r+.,., o.�. VF200 I VF280 GB 0 I GS2080 I Prestlille662 1 Prentiss 662 I LH10 Meamum Fastener Spad,g Well P ambg (lambs, Head Ann Sill) #2 SVIADOPirre(Fir . S„_.q..� 4k seen /Silleare. ela Xl-1/2" _ Saew Nap screws Hanimi,m. Pmetraaon GleaM Bead - _ u No in g F Fin '- Close; Section V law dr ill ofRzetWYi'xhv File MramuM LH `•Siaoone eibedm Sfieatil wele we#fm mrommefMl n he u#olM6h s MAaNF/ x ro pty 0!g al le #nOwO nse#atlfeenf AS7MEIIII-01. owevm OOa ny pas Po ver/el/an In weesend boal/G/n x/s left u e naypey proth efMrwxrroOelennlrfeNeproper/nslaOaxd»olthesexems. E r,lC-Gi Eso'e mstat"g90,'ticn,IT" leiI'e vap lnaV Ua of ell Sock for,,.,um best please lP sunk He xl to p0 Clbe blxks from ll,atCles and bI,rdamege unG onsn coon is canpleta StepI Measureto be sureheopen"is Wall to UW largethanthe window size peheausily and Mezontafty. " You may wish to predial the irea llaGOn holes in des Rn at Ws date. Velegand Ow pr&pual Ades w Ora Annual On,u Vw are not Step 2 Apply a generous bead d silk w the backside of them nurg fln, Use a gh s lei w sdkw* flX atl wide between the Rn and the wall sheathing. Step 3 insert ere window onto the sparing Ran the outside. The window is kbe"d Hill and 'outside', but 6 base I*& have been removed, the bead should allays be to the halos of he building. Step 4 Install shins under the sill, adjraEng than until tin unit 5 plumb In the openlag. SMms should be model order he dX every 2 feet The wimlpw should be Istal centered in he opening with no mare than 1/4" gap between the window and wall framl . Step 5 lastalla#10A1-12'Moll 4" tram he caner of he fin at each and of he headsill and both jands. Shy a Irm+ap he remaining fastemNs m e' increments from the corns screws h he cents of each name member. Use Cana not to ole, tighten the screws and pull them though the M. Also, make sure to sames, goin stra M and do not am the name to bow. Well framing shodd be a m natum of #2 Spnia/pdefFa. Fa5tewll Stood be#10 sraewa of suRkknt length Wadneye 1-3/8" pentantion Into the wall and now ban ill fmm edge of fixmi . Fastens,quantities needed In sacs side of framebadleve a seal Le of Rome Piemba 30' IB" 26" 31 42" I sole se' w I 74" I Number aF Fasteners 2 g 4 1 3 1 6 1 7 6 9 1 10 1 31 1 12 1 13 Stpo ] Remove aces algal loqueem our from around the In and Inspect for holes OF vd6s. Use sfoone OR 1111 any volds.. Step 6 If desired, a foam Irnwlatwh can be applied te the (mend gap betvreen he wN,Mw all waX hamag. 1f applied, OHsmustbe the NON EAPANW ArG ;7P5 Fw AI. Step 9 Sinm tree windows are typical used N roans whin High nemn, "; bahrpoms, It s mpommended tlMt he onteHpr gap between are wallow and wall final also be sealed wain sllicae and tooled so as not to baeAae with he i,atallatlon of Wallboard, tie or tnm. Step 10 Once all CDndraCpOrn B oo nluata, ANAI the bubble wap from he inside and outside of Me window. If necasmy, dean he blods wlh a Will doluepentand wam saider usl aloe call. Failure to follow these procedures will void any and all warranties. GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION AND CALL OUTS. Product Approval Submittal Affidavit Building Address: Contractor: Building Permit: Product Design Pressures Manufacture Model # Attachment Method Approval # Roofing: 1st Choice DADE COUNTY APP. IKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. FL7006.1 R-10 W/ 3/8" MIN PENETRATION THRU SHEATHING ROOFING VENTS: Florida Metal LAM FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, R21580.1 R-1 Products Inc. "Off -rid a vent" " FROM DGE AND " TYPI ROOFING UNDERLAYMENT: 1st Choice TAMKO BUILDING TAMKO No. 30 UNDERLAYMENT SHALL BE APPLIED AND FL12328-R8 PRODUCTS LLC #30 ASPHALT -SATURATED ORGANIC FELT ATTACHED IN ACCORDANCE WITH R905.1.1 2nd Choicel I I Overhead Garage Doors: 1st Choice +30.0/-30.0 CLOPAY 53W6 16x7 2"x6" P.T. WOOD JAMB WITH 1*) 1/2" DIA. x 8" "1" BOLTS FL16546.1 2nd Choice +30.0/-32.0 CLOPAY Ell FL15279.36 Swing Doors: 1st Choice +67.0/-67.0 THERMA TRU-CORP. FIBERGLASS DOOR GLAZED INSWING 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. O.C. THEREAFTER. THE DOOR FRAM . �I�' FL20461.1 2nd Choice +67.0/-67.0 TH ERMA TRU-CORP. FLUSH FL20461.19 F OUTSWING BE ATTACHED WITH 3/16" X 3" WOOD SCREWS M�dF11 EW ED F ,2 OF (TYPICALALL4TIONS CO PLIA1I., THEREAFTER.NSIDES)NDMIN,N�flr'ObE G„LVl Ek Siding: C01,,' 1st Choice +0/ -146.3 The Tapeo Group 7" Staggered Shakes INSTALLAITON FASTERNERS ARE GALVANIZED STEEL ROOFINQ� /'� NAILS 11h" LONG WITH 1/8" DIA. SHANKS & 3/8" DIA. HEADS70 AT 10" O.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL 20403.17 N.A. N.A. N.A. n hoice SHALL BE BEYOND WALL DRESSING Windows: 1st Choice +40 50 / MI WINDOWS 3540 SERIES Single Hung (fin) SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN. 1 b" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS 8" MIN. EMBED. INTO WOOD FOR NS AILLATION THROUGH 2x BOF SUFFICENT LTH. TO PROVIDE UCK USE #8 WOOD SCREW OFBUCK. FL 17676.1 R9 +40/-50 MI WINDOWS 3540 SERIES Single Hung (flange) FL 17676.8 R9 3540 SERIES +50.0/-50,0 MI WINDOWS Picture window SUFHENT LENGTH TO ACHIEVE 1%' INCH MINIMUM EMBEDMENT FL18644.3 R3 IN WOOD SUBSTRATE. Mullions: 1st Choice M-1926 MI WINDOWS Mullion Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE 3/16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 11/4 FL 18504.1 Horizontal FL 15804.2 M-1926 MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM Mullion EDGE DISTANCE Fixed Glass: 1st Choice +50.0 /-50.0 U BL K 625 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR FL18644.3 R-3 I W WITH MIN. 11/4" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD 2nd Choice BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. 3rd Choice Soffit: 1st Choice +55.0 35.0 /' KAYCAN LTD 8" BEADED 11/2" NAILS 10" O.C. IN D R T N SOFFIT LENGTH FL16503.4 R-3 Hurricane Panels: 1st Choice 46 PSF EXT/ HURRICANE STORM " Ga. Galv24anized DIRECT MOUNT. TOP 1,[,"-20 MALE PANELMATE W/ WINGNUTS AT 121f1" 1/a"-20 FL16293.1 46 PSF INT. PANEL MFG. INC. Steel Storm O.C. BOTTOM SIDEWALK Panels BOLT w/ POWERS CALK -IN I have reviewed the above components of cladding and have approved their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: FI. # 56126 Name: TODD M. BORN Certification Number: FI. # 82126 Name: Luis Pablo Torres Certification Number: FI. # 87864 O���t tlrnlgr7j, TOR& �. . . E 1 0 may. •v g6p :.-b.. e N ��/• N N Ir : UJ ;' N w { :UjC i", n�'. �� •.ado t0 "saiY?3 SRi b'4:r N N to `TIs H Is to N I•- 15 wvLaP,V Bo ED 00 An .n`2DDmW¢uiQ8myOAm�n�NMooWNnm"`mo HN Lo mD—z 9.� �pOJLL�L 13 � g zAZF 16 12 .11F"g mo� E;: M Z$DANN a us Is C.) oJ ¢g5@❑ JEl .CwttomwJLLl» AmAWW z_ o Z N �Zm�o J n, a M 'Ti — in z " 1 N tea/ v1 M y� C O m U —~ Ln c y If�l \/ Ln i T6 w t o $ 00s' 0 0woo m c ro-Ft Y Q te'N o m elm X ® DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE,FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Jab information: €u a ` a) N / 11J M m > � n Fm � � 7 s a ` U N 00 LLI \J it Ifm r- M I N ((00 00 II CO c��T N m m m ti m _ O J LLI OT O Vi JC0(I)V) 1n y m IVI Model Name / Number: H 2320 oPlan Issue Date: Thursday, June 25, 2020 VT KA PROJECT NUMBER: Y 19-8670 T n Sheet: Of: S-5 MATERIAL REFERENCE INFO (PSL) FLASHING REQUIREMENTS 11 a �'1 ' r V i��1 MECHANICALLY FASTEN AS FOLD UP WEATHER WEATHER RESISTIVE THESE DETAILS ARE GENERIC AND MEANT TO SHOW NECESSARY IN CORNERS THROUGH RESISTIVE BARRIER & - GENERAL FLASHING AND WATERPROOFING METHODS �_ ', ; SELF -ADHERED FLASHING '�� TEMPORARILY SECURE ,. BARRIER DOOR ROUGH OPENING TO BE USED. R703.1 General. Exterior walls shall provide the building with aweather-resistant exterior wall envelope. The exterior AT ER _ WINDOW UNIT wall envelope shall Include flashing as described In Section R703.4. A water -resistive barrier Is described as a / RWEATHER material behind an exterior wall covering that Is Intended to resist liquid water that has penetrated behind the exterior ti BARRIER s EXTERIOR WOOD FRAME CONSTR. SLOPE covering from further Intruding Into the exterior wall assembly. An exterior wall covering is described as a material or TAPE SHEATHING SELF -ADHERED FLASHING 3/4"-1" BEAD OF CONSTR. BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER 0.3 in: 12.0 In SELF -ADHERED FLASHING assembly of materials applied on the exterior side of exterior walls for the purpose of providing a weather -resistive OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN (0.6 cm: 30.5 cm) barber, Insulation, or for aesthetics, Including but not limited to, veneers, siding, exterior insulation and finish systems, ' ,nasexeieowixrowl WALL BY 61N. UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING PRODUCTS DETAILS architectural trim and embellishments such a$ 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 SELF -ADHERED FLASHING EXTERIOR 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 ° RESISITIVE BARRIER CEMT. FIN. f ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 (S1 mm). Where Joints occur, felt shall be lapped not less than 6Inches (152 mar). The felt or other approved material Li SEAL TOPS OF JOISTS shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the d UNDER DECKING SUBFLOOR (SEE DETAIL DECWP0KING requirements of the exterior wall envelope as described in Section R703.1. c SELF -ADHERED FLASHING R703.7.3 Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based .c WIRE LATH Detail Instructions sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of m HEAD FLASHING TIE-IN INSTRUXTIONS: RIM JOIST Grade D paper. The individual layers be Installed Independently that each layer provides a separate 1. Cut, fold u temporarily P & P oraril y secure weather 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 N resistive barrier above header to allow for flashing installation numbered items in the list of instructions below: battler Is directed between the layers. y o 2. Self -adhered flashing plus head flashing under weather BUILDING resistive barrier 3. Fold weather resistive barrier back over head flashing and PAPER 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and Weather resistive barrier t0 form water Shedding laps Exception: Where the water -resistive barrier that Is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an Intervening, substantially o .N '€ seal with tape 2 2 O2 3. Self -adhered flashing can be substituted for building paper nonwater-absorbing layer or designed drainage space. 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 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. Self -adhered membranes used as flashing shall comply with AAMA 711- All exterior fenestration products shall be sealed at the Juncture with the d 3 Scale: NTs SELF -ADHERED FLASHING SELF -ADHERED FLASHING IWPO2 SELF -ADHERED FLASHING W P 03 FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER W P 01 EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 5. Remove all release paper per standard installation instructions and building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade INS or greater for proper joint y 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. Fluid -applied membranes used as flashing In exterior walls shall comply with AAMA 714. The flashing shall extend to the EXTERIOR SHEATHING RUBBERIZED ASPHALT RUBBERIZED ADHESIVE Minimum ) surface of the exterior wall finish. Approved corrosion resistant flashin s shall be installed at the following locations: PP g g IS ptfltlhh EXTERIOR SHEATHING -� 3l4"-1"BEAD OF CONSTR. INSTALL SELF -ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD ASPHALT ADHESIVE 6. Fold as shown by arrows 7. Angle of comer may vary, adjust folding of the flashing accordingly to fit 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the o = c W Q5\-O TO& p- ••• •.., 9 F THRESHOLD OF DOOR AND RETURN FLASHING, SEE SELF -ADHERED FLASHING exterior wall finish or to the wnter{eslstive barrier complying with Section 703.2 for subsequent drainage. •,.. .,� Q N S ••' - REFER TO TECHNICAL LETTER ON CHEMICAL UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WPOt) SCORED tight to corner 8. Mechanically fasten as necessary Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be Installed In accordance with one or more of the following: E ,•,a.,, \C'� � 61864 C) • O N N COMPATIBILITY , RELEASE PAPER 1.1 The fenestration manufacturer's Installation and flashing Instructions, or for applications not addressed In the ; * O w , a SELF -ADHERED FLASHING, "ter • (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE manufacturer's Instructions In accordance w manufacturer's Instructions. Where fenestration ma ufa Ith the flashing man a c _ L` „ •� SELF ADHERED EXTENDAMINIMUM 6" ADHESIVE As sHowN) flashing Instructions or details are not provided, pan flashing shall be Installed at the sill o} exterior window and o a FLASHING VERTICALLY FROM BOTTOM OF door openings. Pan }lashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall THRESHOLD ' MECHANICALLY FASTEN AS incorporate flashing or protection at the head and sides. r''�,� z SECTION -A NECESSARY IN CORNERS THROUGH 1.2. In accordance with the flashing design or method of a registered design professional. a ❑ et ° r„ a, „, E (SEE DETAIL WP02) SELF -ADHERED FLASHING 1.3. In accordance with other approved methods. SELF -ADHERED 1.4 In accordance with FMA/AAMA 1.00, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. ;-, , L � FLASHING Ol 2 x 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both SELF -ADHERED FLASHING 5 sides under stucco copings. 2 NAILING FLANGE 4 3. Under and at the ends of masonry, wood or metal copings and sills. a c 2 DO NOT FLASH OVER - SEAL TOPS OF JOISTS 1 UNDER DECKING 6 4. Continuously above all projecting wood trim. c E N BOTTOM NAILING 8 FLANGE (SEE DETAIL WP07) 2 ] 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. c m g w gg W � N °tiD 6. At wall and roof intersections. c u d MRgm F. u) W 00 $ Q g g N LL =g_ SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING W PO4 W P05 INSIDE CORNER !/��1 LW PO 7. At built-in gutters. HALF ROUND WINDOW EXTERIOR DOOR WITH DECK W h qgm N oM o a $ � W W gR SELF FLASHING s 4 R & C E O 2 c N V G Z Z CC Q" 16 o Z O -ADHERED i ,� j � p y g ,a, R o DECK PROTECTOR - SHEATHING W m m W e R 00 m g gs <= 7/8" Cement Plaster 7/8" Cement Plaster ° = E @ aE U J 0 o N in accordance with in accordance with ASTMC926 Q V E 0 ° a i14 m ASTMC926 SELF -ADHERED. .. - www.FDSENc.coM ❑ FLASHING PATCH li 1!,J Felt backed metal Felt backed metal $ t" lathe in accordance lathe in accordance C9 z SELF -ADHERED FLASHING - with ASTMC1063 with ASTMC7063 2 - 0 0 DECK PROTECTOR ri .,`- X•` Building Paper Building Paper H Z 0 z O t O.S.B. 7/16" O.S.B. w' sheathing ,�, sheathing sheathing ',screed /� � N DOUBLE SINGLE JOIST Keep t l /�� ' 76 CD M JOIST SELF -ADHERED FLASHING SELF -ADHERED FLASHING 1 .. - Flashing in p i '. - - 2" below top of " m �" 3112„ block /n/�`U o y 3"MIN 2 4 .. Unperforated .. .. Vulcum Flange 7/8 E s w i W N c d L--lJt7a Weep Screed cauk bottom o ,,in M 2 O 5 Joint only U �In N Maintain Bottom of Metal Flashing 6 H w ° o _ 00 ° - ®c� SELF -ADHERED FLASHING FWP07 SELF -ADHERED FLASHING WP08 APPLYA LIQUID FLASHING TO THE MASONRY OPENING (HEAD, JAMB, SILL) IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE WP09 3-1/7/ Unperforated Weep Screed Flange 7J8" Weep Screed 1. 1/2" to 2" � y O Soo N '. = nn� U o d c g a .2 o i i0 \H0.8362x;DECK JOIST OUTSIDE CORNER Above Roof - ¢ w ° O0 Q40 INSTALLATION OF THE BUCKIRECEPTOR. 1/2" Cementitious Sheathing Decorative Finish DA IS HOMES v b • 'o, All inside and o - outside corner will 2 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 EXTERIOR WINDOW UNIT need to be miter 3000 GULFBREEZE PARKWAY CEMT. FIN. Cement Plaster cut and caulked all buttjoints need to GULFBREEZE, FLORIDA 32563 BUILDING PAPER SLOPE SLOPE in accordance o, b • ' becaulked using • • ASTMC926 DIVISION LOCATION: with L"�M�p� SLOPE 0.3in: 12.0in 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 floor C DIE COMPLIANI d h PORT ST. LUCI E V Job Information: ( 0.6 cm : 30.5 cm) T. LUCE' H SELF -ADHERED FLASHING BOCC a %- y Lu WIRE LATH SELF -ADHERED FLASHING - EXTERIOR N CEMT. FIN. " BUILDING PAPER O WIRE LATH 1/2" Cement LL Co SELF -ADHERED FLASHING Plaster Finish s c $ Z ' N Block �, DO d E; m WIRE LATH 2 1/2" Perforated EL o m g, nge 1/2" Weep oN m BUILDING PAPER BUILDING PAPER Cement - o, Screed m 00 m DO Plaster m �-- � V f` a over block -J LID 0) o lstfloor 0. O EXTERIOR WINDOW UNIT CEMT. FIN. Slab Install bottom 01 Model Name / Number: edge of weep screed 1" below 2$20 finish floor m Issue Date: oPlan N OPTIONAL DETAIL a Thursday, June 25, 2020 KA PROJECT NUMBER: M 3 Note: h O Y 19-8670 The building and metal lath Sheet: Of: paper must be installed over the top of WEEP SCREED DETAIL SELF -ADHERED FLASHING P 10 SELF-ADW FLASHING W P 11 -ADHERED FLASHING FFINISH W P 1 2 SCALE: NOT TO SCALE the N �� CEMT. FINISH WINDOW HEAD CEMT. FINISH WINDOW SILL CEMTERED PARAPET WALL Weep Screed. m PROOF PWATER a 0 DETAILS 8' 4- 4050 S CONC. PATIO O Qedo 14'-0 x 10'-0" O A EGRESS EGRESS 25 SH DBL 25 SH DBL 25 SH 2888 G.T. BREAK IN CEILING LINE ® _ 12x6 1wcd 125 I BEDROOM 44 B EAKF NOOK MASTER BEDROOM 8' CEILING VAULTED EILING 8' CEILING 12x6 1wcd 120 7" 12x6 1wcd 5" both duct 115 7= 12x127" to roof cap DBL-2O6g '8 VAULT RIDGE LINE DBL SINK fan 7 0 c f rn s in o �'10x6 1w05ao 14x8 1wcd Roots M Z 230 N 5 bath duct 8@ c "�x4 wcd �" G 12g VAULTEDH LI G� 16 rag W to roof c a p 8" 4" fan 70 cfrns 20 120 } - wcd 4' ELM 4m DBL-2068 -11 �.:.-'' 068 1.rX M. 8X41 WC 8' i8x18 rag 16 6 SW r C ILNG N "-- - 8x4 1 wcd 7' 0. SH o 1 OX1 a -- CHUNG LINE 3068 18 20 FRAME WALL GH 10x6 1wcd A 81, s SH zssa -- 65 z "1 1 1 s'° W 10, s" , _ -- ,- �,-'`Pm 14x8 1wcd - 5" �N 6 W f 205 4' SH 8x4 cd BEDR�3 DI: C8x41wcd 1W 8' CEILING N R10" FOYER 0' CEILING ® 6" AFF 8' CEILING 25 10' CEILING LAUN. DRY 8' COUNG „ so R/sH 5" bath duct 2 2868\ 2 BW2 D2 to roof cap YER VENT THRU W. .. 3068 - OOF MAX LGT 35'-0" f a n 70 C f rn S r -- w/ (2)N & 50 01068 S.TR".. m NOTE: BUILDER TO PRO E 14x1 ABOVE 20' 8" APPLIANCE PROTECTION REQUIRED BY MUNICIPAL Y. O ACCESS ATTIC SEE SHEET 4 FOR DETAI LOCATE IN FIELD a' s• ENTRY DBL 26 SH 2 , 2" X 54" MIN 14x8 1.wcd' M 4' .dryer duct BEDROOM 2 160 to roof cap 4 w/dryer vent box s' CEILING Mz 2 CAR GARAGE 8' CEILING o 14' 8" N i EGRESS DBL 25 SH 3.5 TON W/5KW 0240V 1PH 18x13 Alen platform by z-1 bldr 18 X 7 OVERHEAD DOOR FLOOR PLAN SCALE: 1/4".- ,'-0" ELEVATION $1B" AREA CALCULATIONS 1st FLOOR 2332 S.F. TOTAL LIVING (AC) 2332 S.F. GARAGE 437 S.F. COVERED ENTRY (BASE) 54 S.F. COVERED PATIO/LANAI. TOTAL AREA UNDER ROOF 2823 S.F. Must have a minimum clearance of'4 'inchesaround the air handler per the State Energy code. All duct has an r=6 insulation value. REVIEWED FOR CODE COMPLIANC ST. LUCIE COUNT' BOCC c 1 %ACTT cot y s S 0 O00 U \ E O' O o U s < c) Q S — S �