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NEEL TERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIAINDEX OF DRAWINGS ��� i'�`v � TR318.1ERMITE CAST IN PLACE CONCRETE .�, s l BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS ON SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING OOF TERMITEIL APPLIED 1. 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVECODE CRITERIA •_m.�._.®.„_ _ _ - �� SHT N0: TITLE d STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5" � PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202 , PLUS OR MINUS 1", AND HAVE 2 TO 5%AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. FLORIDA BUILDING CODE 6TH EDITION (2M O RESIDENTIAL REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS END OF ALL.TOP BARS OF BEAMS. FLORIDA FIRE PREVENTION CODE 6TH EDITION (2017) CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST- 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROI NO CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. R-ORIDA BUILDING CODE ACCESSIBILITY 6TH EDITION (2017) CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED COMPLETE 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH R 11/2" TO FORM U.N.O. NFPA 70-14, NATIONAL ELECTRICAL CODES (NEC 2014) & 6TH FBCR Ch. 3443 TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-10A/ A1064M. W WF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318-14) AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON G ADE TO BE MIN .75 LBS OF FIBER PER CUBIC YARD. SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301-10) ��/���� 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL E NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM A615/ BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) NOTES• A615M GRADE 40 U.N.O. REINFORCING FOR FOOTING HALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2015 EDITION 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 ROYAL -COP." USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON WOOD FRAMED CONSTRUCTION MANUAL 12 E EDITION PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE APA PLYWOOD DESIGN SPECIFICATION 2012 EDITION WITH THE BUILDING DEPARTMENT LINTEL PLAN PAGE. AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE/SEI 7-10 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD P 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING DHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE.A DIFFERENT .ALUMINUM DESIGN MANUAL- 2015 EDITION ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX 7' OF THE FLORIDA BUILDING CODE 6th. EDITION (2017) IS TO BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH I_ THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACE WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH, HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE EXTERIOR COVERING MASONRY WALL CbNST. WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: R703.71. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WE'GHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90.014, WITH A MINIMUM NET COMPRESSIVE (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES INSTAL EXTERIOR PLASTER. STRENGTH OF 1900 PSI (f'm =1500 PSI ) (B) LOCAL STATE AND FEDERAL BODIES OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C 926 AND ASTM C 1063 AND THE PROVISIONS OF THIS CODE. 2• MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM G270-12A. 3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS DEFLECTION CRITERIA EXTERIOR WALL LATH ATTACHEMENT OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION RESISTANT MATERIALS, EXPANDED METAL OR -4• GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH. COARSE GROUT. ROOF TRUSSES* LL/360 TL/240 COMMMENTS: WOVEN WIRE LATH SHALL BE ATTACHED TO WOOD SHEATHING WITH + +/2" LONG. 11 GAGE NAILS HAVNG A 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR 1OFT, ROOF RAFTERS LL/180 TL/120 7/16" HEAD. OR 7/8" LONG, 16 GAGE STAPLES, SPACED NOT MORE THAN 6 INCHES ON -ENTER V RTI A Y WHICHEVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. ROOF RAFTERS (W/O CLG) LL/360 TL/240 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. FLOOR TRUSSES/ BEAMS ** LL/360 TL/240 AND HORIZONTALLY (REF. 2017 FRG R703.7.1). 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF FLOOR I -JOIST*** LL/480 TL/240 GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. *TL MAX 2" UP TO 40Fi SPAN R703.7.2 PLASTER. 8. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OFTHE CONTRACTOR **TL MAX 3/4" . 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 BE 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 318-14. TL MAX 1/2" R703.711. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. WATER -RESISTIVE BARRIERS SHALLBARRIERS. GENERAL ROOF LOADING WATER -RESISTIVE BARRIERS SHALL BE INSTALLED WHERE CEMENT PLASTER (STUCCO) IS TO BE APPLIED OVER W®®® CONSTRUCTION WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER. THE. INDIVIDUAL SHINGLE METAL TILE HEAVY LAYERS SHALLEB INSTALLED INDEPENDENTLY SUCH THAT EA CH ACH LAYER PROVIDES SEPARATE CONTINUOUS A S 1. ALL EXTERIOR WOOD T 00 STUD WALLS BEARING WALLS SHEAR WALL R00 PS S AND CONFLICTS STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING T GABLE F (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) 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 TOP CHORD LL 20 20 20 20 LAYERS. THE BARRIERS SHALL CONSIST OF ONE OF THE FOLLOWING. SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. TOP CHORD OL 7 7 15 25 1. TWO LAYERS OF AN APPROVED WATER RESISTANT BARRIER MATERIAL IN ACCORDANCE WITH R703.2. 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND 2. ONE LAYER OF AN APPROVED WATER -RESISTIVE BARRIER (PAPERBACKED STUCCO LATH) OVER AN APPROVED FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OFT E CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS BOTTOM CHORD LL* 0 0 0 0 SYNTHETIC HOUSE WRAP. 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO I- DIA. SHALL HAVE STUD PROTECTION BOTTOM CHORD DL 10 10 10 10 SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LANES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP.; U.N.O. TOTAL (PSF) 37 37 45 55 R703.4 FLASHING, 4. MANY OF THE NEW PRESSURE TREATED WOODS USE C EMICALS 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, ACQC, ACQ-D, BOTTOM CHORD LL (OPT) 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. ATTICS W/ LIMITED STORAGE 20 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. ATTICS W/ HEAVY STORAGE 50 • 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. I *ATTICS W/ NO STORAGE 10 • UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. (NON -CONCURRENT) • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. S. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN • 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. APPROVAL FROM FOR OR INDICATED ON PLAN CONSTRUCTION. 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE:. AT WALL AND ROOF INTERSECTIONS ROOF DECK: PLYWOOD C-0/C-D, EXTERIOR OR OSB AT BUILT-IN GUTTERS. FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. GENERAL FLOOR LOADING SHEATHING: 7/16* STRUCTURAL I OSB EXPOSURE 1 OR 15/32" RATED OSB EXPOSURE 1 A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL COMMMENTS: 0 (PS L L4q NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. TOP CHORD TOP CHORD L 40. (PS 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 15FT, AND FOR 2 STORY HOME IS 30FT ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT s 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 10 (+) 27.6 (+) 27.6 (-) 29.9 (-) 37.0 20 (+) 26.5 (+) 26.5 (-) 28.8 (-) 34.4 Q ' 50 (+) 24.8 (+) 24.8 4 (-) 27.1 (-) 31.1 0 100 (+) 23.4 25.7 (+) 23.4 (-) (-) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x 7'-0" 16'-0" x T-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. 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN RECE&ED 4 ELECTRICAL PLAN = 5 ELEVATIONS a JUN ; 2 � 6 TRUSS LAYOUT io .x erm,Lu P ntyent St Lucie County S-1 LINTEL PLAN S-2 DETAILS v S-3 DETAILS S-4 DETAILS S-5 PRODUCT INFO SHEET A WP WATERPROOFING DETAILS a M-1 HVAC 8' t t 3 %e� ° 0RRF ¢•�' N \',' a� ZA N• � c m N 0 O' 6', 0 or ® b a .� "0lilllati84 N m F c. N 0 c m„ CD 1011(p C, N00 g9 m Ew° W (D N r• *fro *h it * ,d. S mai D$N�W ai m-i Eel PRE ENGINEERED WOOD TRUSSES BOTTOM CHORD LL 0(PSF) SEE FLOOR PLAN FOR ACtUAL PRESSURES x Hm2tiL151 "'9-g w BOTTOM CHORD DL 5 (PSF) Q 0% 0 a CL ui w 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHOR S PER 1O �, _`Z a `°i Z a STRUCTURAL PLAN SPECIAL FLOOR LOADING N-�za-Amy 3 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS m5a ° r ° o 0 -0RADELUMBERAND ITS FASTENERS"AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. m ",� n mW 2 ° m K3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO °GAME ROOM 60 (pSF) COMMMENTS: 2 w. m a WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. BALCONIES/ DECKS 40 (PSF) A4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. BALCONIES OVER S SQ:Fi 140 PSF) 00 0 p M 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY �' . m " a sW o�. THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. LIGHT STORAGE 125 (PSF) LIBRARIES' F 5 '3 ° 1w1w.FD5ENG.COM 0110 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST. EDITION. 0 (PSF) £ 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. 16P SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWSTACK ROOMS READING ROOMS 0 SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, (PSF) O AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED GUARD RAIL ® HAND RAILS (d) 200 (PSF) Z Nm M AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. GUARD RAILS IN FILL COMP. (f) 50 (PSF) Zc Q c 8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 (PSF) STAIRS 40 (PSF) (D UPLIFT CONNECTORS FOOTNOTES 1. UPLIFr CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION. AT ANY POINT ALONG U(/'1 R TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD THE TOP. 5 /� ` V) w low NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR f. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A (W' ]Q) MORE INFO. HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. •« p E E FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: `�,V) o Y� M 1. MISSED "1" BOLTS FOR WOOD BEARING WALLS MAY. BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. It is the intent m U m N ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" 71TEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE Of Designer/Engineer listed in the titleblock of these H w. o p 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVERTHE PLAN. documents that these documents be accurate, providing Licensed "- �) ra PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals Clear information. Every attempt has been made to x = 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG #5 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. .prevent error. The Builder t0 '• THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE) MIXED PER THE MFGR'S 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE r and all subcontractors are required to c N INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 6TH EDITION (2017) RESIDENTIAL. the commtheenceInformation ment of any wo rk. knThe Dthese documents, esigner/Engineer are rior t ¢ LO PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY. TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAYot CONTROL OF CONSTRUCTION SITE: responsible for any plan errors, omisslons,or misinterpretations DURING BOND BEAM POUR. undetected and not reported to the Designer / Engineer prior to DAM CM S 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 V RT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT (BAR DOES NOT HAVE TO BE CONT. - construction. All construction MUST be in accordance to the o TO FOOTING). 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 I IIIII 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION Y BE SUBSTITUTED. WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4). wx 2'A" TITENS TO CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY S information found in these documents. Any questions regarding the 2 - HALL NOT BE g g c MASONRY AND (7)-10d NAILS TO TRUSS FOR UPLIFTS LESSTHAN 860 LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY R information found in these tans should be directed to 0 OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE P our Quality a FLORIDA CONTRACTORS LICENSE NO. CRc1330146 MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 / (4) 1/4" x 11/2" SDS SCREWS AND (5) 1/4" x 2 1/4" TITENS ONE EACH SIDE OF TRUSS. TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE; MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS; FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER Assurance Manager at 321.972.0491 immediately. No backcharges v PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED TO, THE PERIOD OF TIME. BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER will be considered for reimbursement by the Designer/Engineer v 3000 GULFBREEZE PARKWAY NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE. THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON. without advanced notification and approval by the GULFBREEZE, FLORIDA 32563 MISSED, CONTACT THE FOR FOR SUBSTITUTION. Designer/Engineer. Payments will be made in accordance to the o. terms of the agreement. € DIVISION LOCATION: 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) CODE REFERENCES ARE SUMMARIES FO CODE SECTIONS. PORT ST. LUC I E 16d x 2-1/2" NAILS AND 5/8" ANCHOR BOLT SET IN:SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. VI Job Information: FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUDLOCATIONS. S MASTER REVISIONS MP -022-0 m DATE DESCRIPTION REVIEWED FOR CODE COMPLIANCE o S HOMEBO ST. LUCOUNTY BOCC g Z LO o Of Northwest FloridaiiiiiiiiiiiiiIiiiiiI w Y u, co./j l L ° \ i/ ra m o y FLORIDA CONTRACTORS LICENSE NO. CBC043518 �I���� v Z N I-- j W m m o �� FILE COPY y m cn cn ay 000 GULFBREEZE, PARKWAY GULFBREEZE, FLORMUDDA Model Name/Number: 1720 Plan Issue Date: a Tuesday, April 28, 2020 a MODEL� 1720 KA PROJECT NUMBER: 1 20-3044 a rn Sheet: 0 a i5 z COVER SHEET I BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER MARK SPACING SPECIES .UPLIFT CAP.(plf) TOP BOTTOM NO BVV1 16" (2) 16d TOENAILS (2)16d TOENAILS SPF UPLIFT SP2 W/ (6}10d SP1 W/ (6}1Od BW2 16" STUD, (6) 10d PLATE STUD, (4) 10d PLATE SPF 402 BW3 16" (2) SP2 W/ (6) SOd (2) SP1 W/ (6) 10d SPF 803 STUD 6 16d PLATE STUD, 4)10dPLATE NO BW4 16" (2) 16d TOENAILS (2)16d TOENAILS SYP UPLIFT BW5 SP2 W/(6}1od SP1 W/ (6}1od 16" STUD, 6 10d PLATE STUD, 4 10d PLATE SYP 439 (2) SP2 W/ (6) 1od SP1 W/ (%10d BW6 16" STUD 6 10d PLATE STUD,(4)10d PLATE SYP 878 NO BW7 12" (2)16d TOENAILS (2) 16d TOENAILS SPF UPLIFT BW8 SP2 W/ (6}10d SP1 W/ (6}10d 12" STUD, (6)10d PLATE STUD, (4)10d PLATE SPF 535 BW9 (2) SP2 W/ (6) 10d SP1 W/ (6}10d 12" STUD, PLATE STUD,(4)10d PLATE SPF 1070 BW10 12" (2) 16d TOENAILS (2) 16d TOENAILS SYP 0 BW11 SP2 W/ (6}10d SPi W/ (6}10d 12" STUD, (6)10d PLATE STUD, (4)10d PLATE SYP 585 BW12 (2) SP2 W/ (6)10d SP1 W/ (6)-10d 12" STUD, (6)10d PLATE STUD, (4)10d PLATE SYP 1170 BW13 NOT USED OUBLE 2x TOP PLATE TOP OF WALL SEE PLAN � MASONRY WALL OR ICF WALL. SEE PLAN 2x STUDS PER DOUBLE 2x HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WF09/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH SEE MS03/S-1 FOR NO UPLIFT CONNECTORS ERG WALL TO INDICATED IN WFO9 CAN MASONRY WALL BE IGNORED. CONNECTION INFO 2x MID -SPAN BLOCKING 7 CONNECTORS W/ (2)12d TOENAILS @ TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN 8'-0" SCHEDULE ABOVE F F SEE FOUNDATION .- PLAN FOR MORE 2x P.T. W/ 1/2" A.B @ 32" O.C. W/ 7" INFO EMBEDMENT OR 1/2" A.T.R. W/ SIMPSON SET W/ SW= SHEARWALL MIN. 7" EMBEDMENT PAST STEP DOWN. > REQUIRES MIN ALT.: SIMPSON 1/2" TITEN HD @ 32" O.C. ` 7/16" OSB PLYW'D W/ SAME S AT 4"oc IN FIELD AND EDGE. SEE GENERABNOTTE#8 BRG. WALL DETAIL EDMENT WFIELD NDEDGE. GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. SP4, SP6 AND SP8 CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SP1 AND SP2 INDICATED IN SCHEDULE ABOVE 5. 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" OS8 PLYWOOD W/ Ed 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 C 8. IF THE BEARING WALL IS INDICATED WITH THE BW1, 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. SPl/SP2-DRIVE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD. 1Od= OA48" DIA. x 3" LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPLIFT(Lb) C1 (3) 2 x 4 #2 SPF (4) - 16d TOENAILS 0 C2 (3) 2 x 4 #2 SPF '', DTT2Z W/ 1/2" WEDGE ANCHOR* & (8) 1/4" X 1 /2" 2145 SDS SCREWS C3 H (3) 2 x 4 SYP #1-OR- (4) -16d TOENAILS 0 C4 (4) 2 x 4 SPF #2 DTT2Z W/ 1/2" WEDGE ANCHOR* & (8) 1/4' X 1 /2" 2145 SDS SCREWS C5 4 x 4. P.T.#2 ,,., ABU44 W/ 5/8" ATR** G = 6665 SYP POST & (12)- 16d NAILS U =2200 6 x 6 P.T. #2 ABU66 W/ 5/8" ATR** G =12000 C6 SYP POST & (12) -16d NAILS U = 2300 8 x 8 P.T. #2 ABU88 W/ (2) - 5/8" ATR** G = 24335 C7 SYP POST & (18) -16d NAILS U = 2320 CS 1 3.5 x.3.5 P.L. 1.8E Fb=2400 PSI HDU5SDS2.5. W/ (14)1 21/2" SDS WS & 5/8" 4" x '. PDXY' 5645 (WOLMANIZED IF EXT.) ANCHOR, OR ATR** 3.5 x 5.25 P.L. HDU5SDS2.5 W/ (14)1 4" x C9. 1.8E Fb=2400 PSI 2 1/2" SDS WS & 5/8".iTXOPY 5645 WOLMANIZED IF EXT. ANCHOR, OR ATR** C10 3.5 x 7 P.L. 1.8E Fb=2400 PSI HDU8SDS2.5 W/ (20) 1 2 1/2" SDS WS & 7/8" 4" x FOXY 6970 (WOLMANIZED IF EXT.) ANCHOR OR ATR*** C11 5.25 x 5.25 P.L. 1.8E Fb=2400 PSI HDU8-SDS2.5 W/;(20)1 21/2" SDS WS & 7/8" EPDXY 4" x 7870 (WOLMANIZEDIF EXT.) ANCHOR, OR ATR*** 7 x.7 P.L. HDU8SDS2.5 W/ (20) 1/4" x. C12 1.8E Fb=2400 PSI 2 1/2" SDS WS & 7/8" EPDXY (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** 7870 GENERAL COLUMN NOTES 1. SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 LINO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL WF37/S-3 4. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2" ATR 6" EMBEDMENT FOR 5/8" ATR 8" EMBEDMENT FOR 7/8" ATR 5. IF (C] COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 6. SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALLAM COLUMNS (1.8E) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS vs. PNEUMATIC GUNNAIILS: COMMON NAMMON cONAIL DIA, / HL PNEUMATIC GUN COMMON vs. GUN APPLICATION NAIL DIA.-LENGTH NAIL SPACING 8d 0.131" X 2 lh' O.] 31" X'2'h" SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS 10d OR 12d 0.148" X 3" 0.131" X 3" SEE PLAN BLOCKING & TOE 0.148" X 3'A" 0.131' X 3'A' NAILS & TOP PLATE 12d 0.148" X 3'A' 0.131" X 3 34" 8" O.C.(COMMON) STUD WALL ' 6" O.C. GUN NAIL CORNERS 10d 0.148" X 3" 0.131" X 3" 8" O.C.(COMMON) STUD PACK 6" O.C. GUN NAIL COLUMNS 16d - 0.162" X 31h" 0,131" X 3'A" (2) 16D(COMMON) ISEE PLAN (3)16D ( GUN NAILS) BEAM SCHEDULE MARK. BEAM SIZE CONNECTIONS (2) - 2 x 8 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) M OSB FLITCH PLATE. NAIL SIMPSON LSTA18 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN, (2) - 2 x 10 #2 SYP W/ 7/16"'. CONNECTION: PROVIDE (2) OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BM BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 2 x 12 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) M3 OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) -1 3/4" x 111/4" LVL CONNECTION: PROVIDE (2) 2.0E Fb=2600 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) M4 TOGETHER USING (2) ROWS SIMPSON HTS20 TO WOOD POST 1/4" x 31/2" SDS WOOD OR (2) SIMPSON HETA16 TO CMU SCREWS @ 16" O.C. TYP. 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) M5 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 31/2" SDS WOOD SIMPSON HTS20 TO. WOOD POST SCREWS @ 16" O.C. TYP. OR (2) SIMPSON HETA16 TO. CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) -1 3/4" x 16" LVL --- 2.OE Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) BM6 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 3 1/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS @ 16" O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. GENERAL BEAM NOTES 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN. 4" BEARING EACH END) 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY. WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. HEADER SCHEDULE MARK HEADER SIZE REMARKS Hi (2) - 2X6 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H2 (2) - 2X8 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 112" FLITCH PLATE THIS SHEET H3 (2) - 2X10 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H4 (2) 2X12 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H5 (2) -1 3/4" X 11 1/4 ATTACH TOGETHER W/ (2) ROWS 1/4" X 3 1/2' LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 16" O.C. TYP. EACH SIDE H6 (2) -1 3/4" X 9 114 ATTACH TOGETHER W/ (3) ROWS 1/4" X 3 1/2 LVL 2,0E Fb=2600 PSI SDS WD SCREWS @ 16" O.C. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2x4 WALL 2x6 OR 2x8 WALL JACKS KINGS JACKS KINGS SIZE EA. END EA. END EA. END EA. END V-O" - 3'-11" (1) (2) M (2) 4'-0" - 9'-0" (2) (3) (2) (2) 10'-0" -16'-0" (3) (4) (3) (4) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE 1st FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS LINO ON PLAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/S3 5. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12" G.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. (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION REFERENCE FMASW FOR STEM WALL OPTION B„ REINF. OPTIONAL CURB FOR VARIES GRADE SEE PLAN MASONRY@ELEV. O'-0" •>+r F.F�.,_ _- '^ W/ (1) - #5 BAR CONT. : •�; * .' •. ,I 2 STORY: 2O" X 20" REINF. Ri ' , ,. W/ 3 - 05 CONT: 16" (2) #5 SEE PLAN.. r REBAR 16„ (2) # 5 REBAR BEARING FM01 SINGLE STORY FTG 1/2"=1'-0" FM02 SECTION @ GARAGE REINF. SEE PLAN _Ff 9?(Il 4#5 REBAR CONT. FM03 THICKENED EDGE 1/2" 1'-0" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE OF GARAGE DOOR. EXTEND 6" BEYOND F.O.M. EACH END, TYP. I -. GAR.. FIN. FLR. ALIGN DRIVE W/ BOTTOM OF RECESS & PITCH DRIVE cw ! -' 2 STORY: 20" X 20" 4" CONC. DRIVE W/ 1/2" EXP W/ (3) -.#5 CONT. JOINTS 10" O.C. TYP. 16" (2) #5 REBAR FM09 I SECTION @ GAR. DOOR T 1/z" = V 0 SEE PLAN X-�I'-X FM12 I STEP DOWN NON BRIG. 1/2"=1 OPTIONAL CURB. SLOPED GROUT SEE PLAN OR MASONRY AT TO DRAIN 4"x 4"x 16" o: w - ' 0„4" SEE PLAN ELEV. 0'-0" WITH CURB O t~ ` TYP. SEC. (1) #5 BAR CONT. B" ,1• (G.C. VERIFY) ; z_Z F.F. SEE PLAN) g m L 2 #5 CONT. INSTALL LINING BENT BARS W MATERIALS PER • "' * ' w w / rn rn MIN. 25 LAP SPLICE FBOR P2709.2 •� I MUDDED FLR. SLOPED TO DRAIN _ " -• • . . 16° 2 MIN. #5 CONT, i i FM14 SECTION @ RECESS SHOWER 1/2" =1'-o" FM18 TYP. STEP FTG. DETAIL 1/2" =1'-o" ALTERNATE: THE REINF. BARS SHALL BE #5 CONT REINF. GRADE REINF SEE PLAN ) CONTINUOUS AROUND CORNER BY COLD BENDING THE BAR WITH SEE FND FOR MIN. BAR LAP OF 25" QUANTITY ao ? - #5 X 25"X 25" , CORNER BAR ONE N ] FOR EA. HORIZ. REBAR, TYP, U.N.O (2) #5 REBAR A/C CHASE 4" PVC SLEEVE 2 STORY: 20" X 10" THRU FOOTING W/(3) - #5 CONT. FM191 TYP. CORNER BAR DETAIL 1.1/2"=1'0' FM23 TYP. FND PENETRATION 1/2'=1'-0" STEMWALL SCHEDULE STEMWALL HEIGHT (h) FOOTING DIMENSION NUMBER/SIZE OF BARS LAT. MAXIMUM F.C. SPACING (Q 6 IN STEM WALL��++�+ d 1 STORY d 2 STORY b 1 STORY b 2 STORY O'-0"-2'-0" 8" 10" 16" 20" W/ (2) #5 BARS <674# 6'S" ST >2'-0"-3'-4" 1-0" 10" 20" 24" W/ (3) #5 BARS 674# 5'A' >3'-4" - 4'-0" 12" 12" 32" 32" W/ (4) #5 BARS 845# 41-0" >4'-0" - 5'-4" 16" 16" 48" 48" W/ (5) #5 BARS CONT. V. 1162# yS" SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL EVIEWED FOR )E COMPLIANC LUCIE/+COUNT" BOCC FILE COP' NOTES: $ 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL d INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SEENARTABV. -MAX. F.C. i ; STATED IN SCHEDULE i SPACING (O.C.)SPACING W.W.M. TO BE TIED TO #5 , " riA b°' '� 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND i CONT. REBAR ERT. F.C. ABV. FDN. WALL WHEN STEM WALL EXCEEDS 4'-0" FIBERMESH CAN NOT BE USED AND , 11) #5 HORIZ. CONT. TIED TO PER PLAN SPACING #4 TURN BARS ARE REQUIRED @ EACH FILLED CELL LOCATION. EACH BAR TO c EA. VERTICAL REINF. BAR EE NOTE TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM #4 TURN BAR ID STEM #g 3. IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO WALLS GREATER THAN CONSTRUCTION FOR MORE INFORMATION 4'-O• (1) #5 HORIZ. CONT. TIED TO " �` , " ' s s 4.G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK EA. VERTICAL REINF. „ � *16 .FILLING IS TAKING PLACE RN GRADE- 8" MIN. _ + v ,c 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK @ 16" TO TOP OF x '; ,• �". "' 16" h * O.C. VERTICAL. GROUTS@ SOLID WHEN STEM WALL IS GREATER THAN 4'-0" , STRIP FIG. • ." , : ; I t t' .' :' - .c 4' TALL (TYPICAL ALL CORNERS) COMPACTED CLEAN FILL .' ;}'--°, - -' '', 6. IF STEMWALL IS WITH If16'-0" OF POOL OR WATER FEATURE FOUNDATIONS IN MAX 12" LIFTS .` -° TO BE A MINIMUM 12" 9tLOW BOTTOM OF POOL OR WATER FEATURE. STRIP FrG. W QTY OF "MIN, COVER i,I' / *SEE NOTE 5 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. REINF. PER SCHEDULE ° I/ I b 8. R.403.1.4 MINIMUN DEPTH: ALL EXTERIOR FOOTINGS (BOTTOM) SHALL BE (3 SHOWN) PLACED AT LEAST 12" BELOW THE UNDISTURBED GROUND SURFACE. 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL ; FMASW I STEM WALL SCHEDULE , NTS , TOt� RR'7i� �. QP"•�NgC ••,,,w �j:•� g04 ra y E 0: P� If his Q m y d H 4 119- B a g 5w gg M W •tg AE at m o' mM g u 'Lq 2 O) 2 O g 9.6$ ar s3ci- - m @6@ ?IL �d a a �d'@�@a pp"25 9 � go � WWW.FDSENG.COM ❑ ❑ ❑ a � M Z CN O z z� 00 a; O_ Q a - s Z n 8 Q) Trz " a A W � E - 2 W 0 0 c m ac) V ENE W O U Q 0) G .9 a m &LIDAMS HOMES' FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 Fi-oi)in VISION LOCATION: RT ST. LUCIE mation: L.V O Z m c � W o M N 11 y y m ai U z •• • 1-YUm Do Do N _ p_JW=) m In o L J M u) (n ♦ Model Name / Number: 1720 VI Plan Issue Date; Tuesday, April 28, 2020 ♦ KA PROJECT NUMBER: 20-3044 Sheet: SCHEDULES & DETAILS - 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 = 1720 x 3 5160 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 200 GEN LIGHT'G & RECEPT. + APP. CIR, = 33,707 SUBTRACT 100 % OF FIRST 10,000-10,000 A= 23,707 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP.) 10,000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS @ 100% = 10,000 + 40% OF "A" = (.40 x 23,707) = 9,483 + 100% OF "B"= (20,000) = 20,000 TOTAL WATTAGE = 39,483 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 165 ASSUMED EDGE OF WALL Mro V �'�,' � 2x6 WALL (FLOOR TO CEILING) USE 2 RED HEADS TO ANCHOR WALL TERNATIVE PROTECTION BARRIERI N.T -x-- — - — - — - — - — - INSTALL FAN VERIFY LOCATION OX PREWIRE OF A/C W/ BUILDER - a WPP1 Aj WP GFI ------------------ CM ' INSTALL FAN/® ----- ---------� BOX PREWIRE FA PREWI I I , I / I r , i I / i r , I ' � I , FOR D/W ' 117 GFI I oGFI ` '--`---------------' I GFI - FI GFI F-+ I DISP V\ I V 1 / I I GFI I I • -_�. - , 1 1, _ � i � I zz{ Ec#OF 22220 I FI (10 20 Fl(W)GFI L`- -Jj - - - ' FOR HOOD I GFI I PB PB I INSTALL FAN W.H. %2p2 GFI AT \ / f'�1 BOX PREWIRE 42" AFF I , LLJ I , 6 w Z J w a ;i?I�ELECTRIC J Ur w /�:IFREQ'DBYCODE-------------------- �/' '. GFI AT I �� GFl GFI 42" AFFFOR GARAGE I I o ' - - - - - _- FOR GARAGE DOOR OPENER II _-____, DOOR OPENER Ir ---------- 'GHAT 42" AFF r II K GFIDOOR M BELL -------------------- HOSE BIBB i ' WP .,..., ` GFI u ,I I INSTALL FAN BOX PREWIRE BIBB ELECTRICAL PLAN SCALE: 1/4"- V-O" ELEVATION B ELECTRICAL NOTES. UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2* AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND 6th EDITION FBCR, ELECTRICAL CHAPTER 34 THRU 43, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH. UL 217 6. PROVIDE AFCIs (ARC FAULT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT IN ALL DWELLING UNIT PER 6th EDITION FBC-R 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 NTH 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 V IF THE OUTSIDE EDGE OFA 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 FBC-R 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 $3 THREE-WAY SWITCH FLOODUNIT FLOOD LIGHT $4 FOUR-WAY SWITCH $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURETF TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE 110 VOLT DUPLEX OUTLET o CEILING FAN 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT U ' g DOOR BELL CHIMES It WP WATER PROOF W/ GROUND FAULT 0 220 VOLT OUTLET a DOOR BELL SPECIAL SERVICES OUTLET D0 DISPOSAL N❑ T,V. CABLE OUTLET LC:] DISCONNECT SWITCH TELEPHONE CABLE OUTLET gp PREWIRE SPEAKER RECESSED LIGHTING J JUNCTION BOX WP WATER RECESSED LIGHTING T� THERMOSTAT BATH FAN Q LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT I C INTERCOM SYSTEM ® L.E.D. DISC LIGHT ® GARAGE DOOR PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED ® Cop SAME AS UNDERGROUND WITH ELECTRRICICAL CONEETRACTO FOR 200 AMP SERVICE 200=2/000PRP0FZJALUINN:--PLIANCF.,. IN 2" COUNTY METER MAIN BOCC 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 4 # 8 COPPER TO RANGE INTERSYSTEM - # 8 TO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVLO E •• ®P G) APPROVED GROUNDING ROD W/ MIN. 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. 1= IE 5 0 O N N CL N F- W cmw 00 w 4 F N00 5E aeo n � � x € Finn m[�i l''i ti °� 0 Rmd ��2� W��mo a € e Q w '° �� o: W w ggE�E 13 219a�„s� ac 8 FE] 6 ,Tio 3 0: 0 gp§6 m�€im �moJ m All 30 IL Z� RE B <0 ry8 0 d Ma V) 5 5 N 6 O J r 2 - WWWYMENG.CAM ❑ ❑ ❑ ^, zM 1/ ZM o W Z m Q o a z o C0 a L i� W E W � W o c m l/1 U 2 N E W O u ,.2 p00 -r N uvs 0 aam a AL® DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: a o N a :2 O 1— s z m W r- 1 LO �{ Y G e N J N m U 00 z O J W M o N J co (n U� u7 u Model Name / Number: 1720 v io Plan Issue Date: d Tuesday, April 28, 2020 S KA PROJECT NUMBER: Y 20-3044 T Sheet: Of: 0 N L m ELECTRICAL PLAN 0 BO T.O.M. T.O.M. 12 6 48" OFF RIDGE VENT 48" OFF RIDGE VENT ■ - — - - — - — - - 23 SH 33-2 SH 25 SH 48" OFF RIDGE VENT 00 LITE TEXTURED DECORATIVE iD CEMENTITIOUS COATING RIGHT ELEVATION SCALE: 1/4"=1'-O" � p HD. op io FIN. GT. — — LITE TEXTURED ■ ■ DECORATIVE CEMENTITIOUS COATING — — ■ ❑ LR. 25 SH 25 SH DOOR STYLE MAY VARY REFER TO SPECIFICATIONS ut3L.ZD On REAR ELEVATION. I i F 10" * 10�� I RAISED FRIEZE 0 I 0 0 TOP OF COLUMN* CITE TEXTURED SCORED CEMENTITIOUS FINISH DECORATIVE DIAMOND PATTERN DECO. DIAMOND DET. 6'-0" CEN. OF E EC. BOX 0 0 UT=L� 8'x7' 16 PANEL OVERHEAD DR. 111 T.O.M. 0 00 FIN. FLR., 12" KEY STONE DET. 8" RAISED W_N_��__ © n u u 12 6 6 i -12"X24" DECO VENT VERIFY TYPE w/ BUILDER SEE DECORATP DIAMOND DET. o' N Formula = SF / 300 / 2 * 144 = ne_t_sq Inch as of venting needed equally for intake and exhaust Soffit Product Provides 4.12 net sq in sf Ridge vent provides 18.00 net sq in If Off ridge vent provides 138.00 net so in sf: overhang`distance 1.33 It - S.F. of Area to be vented SF 2597 s.f:' Total needed for exhaust for upper 1 3 623 net so inches` Total needed for intake soffit area,lower 623 net3 inches NumberofOff Ridge Ventsforu er13needed 5 L.F. of Ridge Vent needed: tan be used in combo with ORV 35 '. Lineal Feet of Soffit needed to meet required 114 Lineal Feet of Soffit nrovided by nlan' - 1R4 LEFT ELEVATION SCALE: 1/4"=1'-O" RY 4- REVIEWED FOR CODE COMpi iA I,N ST. LUCIE COL NT BOCC a. FILE CQ q BRG. @ ENTRY, T.O.M. HD. HGT. ® ® o 0 ;o �0 LLLL io FIN. FLR. (2) 25 SH — — - - 3068 DOOR w/ 12" S.L. & LITE TEXTURED DECORATIVE 14" HIGH TRANS. ABV. CEMENTITIOUS COATING FRONT ELEVATION "B" SCALE:1/4"=1'-O" ae�,�tar u e r®rar.' TOgp7,C � ro�� ate,' Q�• '�N `�•�'• ' lS vNo � sI� of J 104:; N d 7 F mc_ N W F h O V N N CO W 40 OD (iN to 00 W €es �.6 .aim@ Omma m n .1N'CNO Q Ld o F. LL N jL °. Y' "s� 0 17a��t a Imo] 2 3 Z w�£ M m mOJ 3 g� �E v� ZAa�a Q :� a �£ a$Rg@ O o� ¢ o N ;s IN U J WY,NJ.FOSENG.COM (Dm13 Z M W z co Z a8 (D QN Q ro 0 V I Z a nlL/)L)� Wv " O E — N gip /1U O w O r/ c m In N M c(M U GNE _ OL 00 " , 0 ¢ (n Lo Vs Q m 69 aim 6 4 DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRO1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦ Job Information: o N M OM s 8 z 1 N LO t- W � Co Y ai O J G) m - O J Lu M 11) 00 m 1 o JmU)w In `L VI Model Name / Number: N 1720 o♦ I Plan Issue Date: Tuesday, April 28, 2020 a @ ♦ KA PROJECT NUMBER: d Y 20-3044 T Sheet: r Of: � \i�i N srn ELEVATIONS - B SEE DE G.C. TO PR( BLOCKING' W/ APA RE FOR SPAN F 7/16^ OSS SEE "HIP/R BLOCKING" ** 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 1 I. TB03 USED, THEN THE ALTERNAT TOP & BOTTOM CHORD GABLE END BRACING 4'-0" D.C. MAX. FOR FIRST (4) ROWS OF TRUSSES NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TBO5 REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTS 4 FT. O L_____________________________________________________________ _ 1 I. 4 FT. 3 I I ' , I , 5 FT, 4 FT, - - 5 Ft 4 FT, 1 1 ---------------------------------i ----1--------- `� I2 2 I -- 1 ` 4 FT. 1 3 E 5/32"IS BLOCKING CTIONS Ylf MES-i>i 6Bl wl.ii 7 T------------- 11 II I II II II II u u PROVIDE l II BLOCKING AS 11 It REQUIRED PER - SECTION X-X IF 11 NOT FULL II 11 HEIGHT SHEET C II II II II II it II 11 © LOOR SYSTE ��--- 111--Ir--M II I I I I I II SOLID 2x w II II II I BLOCKING @ ALL w III I I II II II SHEATHING y III C II I II If 11 1 EDGES (SEE m III 111 11 C II 1 SECTION X-X) 111 OPENING III II 01 III u C II I 11 II 2XSTUDS w o I I 11 IIII I I 21-11 BEYOND11 II I III II SEE PLANM2 5 7 W Z - WM 2 Wo� a 7 rc = 7 J � � ❑ 0 w co o °_JD: =7 4~0 W00I- NW LL N LL 5 W LL SHEATHING 2x4 P.T. BASE 2X RIBBON PLATE BEYOND OR VERTICAL HORIZONTAL SEE PLAN C3 M N BLOCKING WALL ELEVATION DIAGRAM m m BETWEEN "S" = NAIL '� FLOOR SPACING 1 SYSTEM AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7/16" FLITCH PLATE TO W/ (2)12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL /2" W/ (4) 8d NAILS ° m m (2) 8d NAILS @ 3" O.C. ALTERNATING STAGGERED SINGLE NAIL D PA IN • DOUBLE NAIL EDGE SPACING BLOCKING SECTION X-X *CONTRACTOR TO INSTALL EITHER HORIZONTAL OR VERTICAL BLOCKING AS SHOWN. BOTH ARE ADEQUATE TB13 I WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. 0II0 TRUSS LAYOUT "B11 SCALE: 1/4" = 1'-O" Ceiling H2.5 TYP. M La La LLOO LLOO LLOO Lao M ysq U U W W LLI W W W U U C1P C3P 2 ilin0 ODe ROOF CRITERIA -16" OVERHANG @, EAVES U.N.O. -12" OVERHANG @ GABLES U.N.O. -SQUARE CUT. FASCIA -ROOF PITCH PER ELEVATION SHINGLE LOADING. HVAC 4� 10' Flat 10' Flat Ceiling Area W II W L/A F L Im 1V SIMPSON - CONNECTOR SCHEDULE USP-CONNECTOR SCHEDULE MARK TYPE CONNECTOR 8 FASTENERS SPF SYP CONNECTOR& FASTENERS SPF SYP OFRAME TO HETA16w1(9)10dx111TOR HTA16 w/(10)10tlX112'OR MASONRY HETA20 w/(9)10dx 11Y2" /81(1 HTA20 w/(10)10d x 1 Irt 1685 1870 O FRAME TO FRAME H2.5A „y(10)8d NAILS 535 565 RT7A w/(70)Btl NAILS 315 585 OFRAME TO H10A w/(18)10d x 11/7 1018 1D40 RT16Aw/(MIWx110 895 1620 .FRAME H10A-2w/118n0dz11/TAT2PLYTRUSSES 93D 10110 RTI&2 win OnOd z l l/T AT 2 PLY TRUSSES W5 1080 O FRAMETO MTS12w/(14)10dxA1/T(ATE)CTERIOR 860 MTW72w/(14)10dx 112"(AT EXTERIOR FRAME LOCATION INCLUDE (3)12d TOENAILS) 980 LOCATION INCLUDE (3)12d TOENAILS) 1005 1195 OFRAMETO MGT w/(22)10d NAILS AND 50-A.T.R. w/1T � 3965 MUOT15 w/(28)10d NAILS AND OR' ATA. w/ MASONRY EMBEDMENT W/SIMPSON"SET'EPDXV 12' EMBEDMENT W/ SIMPSON"SET EPDXY 3330 4495 OFRAME TO HTS20w/(24)10dx 111TIAT EXTERIOR 1243 HTW20 w/(24)IW x 111T(AT EXTERIOR FRAME LOCATION INCLUDE (3)12d TOENAILS 1310 LOCATION INCLUDE (3)12d TOENAILS 1285 1530 FRAME TO (2) HTS20 Y#(48)10d x 1 11T (AT EXTERIOR 2490 (2) HT W20 W/(48)10dx 1 11? (AT EXTERIOR FRAME LOCATION INCLUDE (6)12d TOENAILS 2620 LOCATION INCLUDE (6)12d TOENAILS (FA) 2570 W W FRAMETO HGT-2W(16n Dd NAILS AND (2) 5/8"A.T.R. HUGT2 w/ n6n0d NAILS AND (2)&'8"AT.R. © MASONRY w/1TEMBEDMENT W/SIMPSON"SET 10690 w/1T EMBEDMENT W/SIMPSON "SET" 7020 9790 EPDXY (HGT.3 FOR 3-PLY) EPDXY (HUGT3 FOR "LY) OFRAMETO FGTR wI(18) IAV x T SDS WOOD SCREWS 3400 RFUS w/(12) W83 WOOD SCREWS AND MASONRY AND (2)1/T x W I TEN HD ANCHOR BOLTS 4725 (4) 3M" z 8` WEDGE -BOLT 7100 1)LGT2 w/(18) 18d SINKERS J1 FRAMETO (1 (7)1W x2-1/4'TlEN2 1750 203D MASONRY SEE NOTE #6 BEL 40WIA (2) LUGT2 w/ (32)16d SINKERS & (10) 3100-M 31004 J2 FRAME TO MASONRY/. (2) LGT2 w/ (32)16d SINKERS & (14) 114'x 21/4'TITEN(2 PLY TRUSS) 3500-M 3240.E 3770-F 1W x7 WEDGE-BOLT(2 PLY TRUSS)' FRAME OR (28)18d SINKERS FOR FRAME (EA) OR (32)16d SINKERS FOR FRAME (EA) 38MF 4520-1 J3 FRAMETO MASONRY/ (2)LGT3 w/(24) 1W x W SDS SCREWS &(8)3/8-x5"TNEN 2PLY TRUSS) S`R 4730-M B"7 M (2) LUGT3 w/(24) 1/V x212"WS25 648aM 70N4 ( 5010.E 8980-F ) SCREWS)16d 6a9aF 77104 FRAME OR (52)16d SINKERS FOR FRAME (EA) SINKERS OR (58)18tl SINKERS FOR FRAME (EA) FOR FRAME (EA) O BEAM TO HU410 On HUC410 w/(18) led &(10)10d G#2680 HD410 OPT HD4IWF w/(20) 1 Sd B(10) 1W G#308 BEAM NAILS U#1895 NAILS U#195 ©BEAM TO HU410 OPT HUC410 w/T8)TITEN 5:iWO HD410 OPT HD4101F W/(20)1/4•x 3" C# m MASONRY 1/4'x2314-&(10)10d NAILS U#ISOO WEDGE-BOLT&(10) 10d NAILS U#8W O BEAM TO MASONRY/ HU46 OPT HUC96 wl (6) led NAILS & 02)1/4'x23M'TREN(rOMAS.) G#1540 G#3000 HD40 OPT HU" w/ (6)1Od NAILS & G#1625 G#201 FRAME OR (12)16d 8 (6) 10d (FOR FRAME) U#8B0 SYP-F U#1135 SYP-M (12) 1/4' x 2 We TAPCONS(TO MASJ OR (12)1W & (6) TIM (FOR FRAME) U91030 SYP-F U#850 I SYP-8 O FRAMETO (2) HETA16 OPT (2) HETA20 1-PLY w/ (10) 10d x 1 11T OR 1920 1920 (2) HTA16OPT 12) HTA20 1-PLY W (10)10d x 110 OR 1870 MASONRY 2-PLYW/(12)186 2385 2385 2-PLY w/(12)16d � HTSM16 W(8n Od NAILS AND (4) 19'x21/4' B55 1110 HTWM16 w/(SrW NAILS AND (4) I14'x13/4' 1145 1225 TO TAPCONS WEDGE -BOLT OFRAME MASONRY OR OR RTSM20W(1Milk! NAILS AND (4) 1/4•x21/4- 956 1110 HIWM20 w/(tO)1Od NAILS AND (4) 1/4Sd 3/4' TAPCONS WEDGE -BOLT 1145 1225 ©FRAMETO H108 w/(8) 8d x1 IM NAILS AND (2) 3/85W 780 MASONRY TITAN HD 910 FRAMETO DTT22 W/(8)1/4"x1 V2'SOS WOOD DTB-TZ w/(8) 119V x1117 W815W00D MASONRY SCREWS AND II) 100 A. T.R. EPDXIED w/ 1835 2145 SCREWS AND(1)IQ 0AT.R EPDXIED 1510 1835 SIMPSON'SEr (SEE NOTE 414) SIMPSON BET" (SEE NOTE #4) FRAMETO HIM w/(26)161 x2 la" NAILS AND (1) 5/8' 0 HTT45 w/(26) 16d id 1/T NAILS AND (1) O MASONRY A.T.R. EPDXIED w/SIMPSON "SET" 4375 5090 5WO A.T.R. EPDXIED w/SIMPSON BET - SDDS (SEE NOTE#M8ELOW) (SEE NOTE#4 BELOW) FRAMETO HT4 w/(18) 16d x211T NAILS AND (1) 518.0 HTT45 W T 8) 16d x21/T NAILS AND (1) ® MASONRY AT.R. EPDXIED w/SIMPSON 'SEP' 3840 4235 SWO A.T.R. EPDXIED w/SIMPSON"SET - 4160 (SEE NOTE A BELOW) (SEE NOTE #4 BELOW) O FRAME TO FRAME H105 w/ 7A 10d z112'NAILS ( ) 785 910 LUGTI w/ (23)Btl z1 i/2"NAILS 876 1045 OU FRAME TO HM9KT w/(4)1/4'xl 1/T SOS WOOD 760 RT1 SM.w/(9) 10d x 11YP NAILS& MASONRY SCREWS &(6)1/4'x2 Ile TAPCONS 760 (4) IW x 13/4' TAPCON3 1395. 1395 TO VOT w/(16)iM'k3' SDS WOOD SCREWS& OFRAME V MASONRY (1) 5M'Z AT.R. EPDXIED w/SIMPSON SET" 3565 4940 w/ IT MIN- EMBEDMENT (2)VGT w/(32)1/4'X'J" SDS WOOD SCREWS WOFRAMETO MASONRY, &(2) WrO A.T.R. EPDXIED w/SIMPSON 5170 7185 SET'w/12"MIN. EMBEDMENT MUGTI5 w/(22) 1Dd NAILS&H TT45 w/(18) O FRAMETO VGTw/(16)1ANS" SDS WOOD SCREWS& HDU"DS2.5 w/(10)1/4'x2 Ilr SDS WOOD U85 FRAME BCREW38(1) STRATA. INS 1Dd NAILS & (1) SIB- A.T.R. 4160 O FRAME TO (2) HT75W (52) 16dW 1/T NAILS & 4375 (2) HTT45 w/ (52) 16dW 11T NAILS FRAME (1) 5/BB AT:R. (9EE NOTE #4) SOW 8(1)SB°OAT:R.(SEENOTEM) 5W5 DFNFC4I GONNF(:T(1Lk= 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, UA.O ON PLAN. 3. G.C. MAY USE EITHER SIMPSON OR USP CONNECTIONS, SEE FRAMING PLAN FOR CONNECTOR CALL OUT. Z FOR SINGLE PLY TRUSSES, SCAB ON FULL HEIGHT SYP#1 TW TO TRUSS VERTICAL WEB w/ (2) ROWS OF IN NAILS 3" O.C. STAGGERED, S. 1T MIN. A.T.R. EMBEDMENT 0 CMU BOND BEAM U.N.O. 6. SCAB TRUSS CHORD w/4'4 2x SYP 421MATCH CHORD LUMBER SIZE) w/ (2) ROWS 10d@4-FROM END &4"O.C. STAGGERED; CENTER AT CONNECTOR LOCATION AS MUCH AS POSSIBLE. O MINIMAL CONNECTOR UNO ON FRAMING PLAN i- CONNECTION FOR ALL ROOF / FLOOR TRUSSES TO MASONRY WALLSI LINTELS/ ICF WALLS UNO ON PLAN 2. CONNECTION AT 24'OR 3T D.C. PENDING VERTICALS FOR ALL FLOOR TRUSSES PARALLEL TO MASONRY WALLS SEE DETAIL FB12/83.1 FOR MORE INFORMATION 3. CONNECTION FOR ALL HIP JACK (CORNER JACK) TO MASONRY WALLSACF WALLSLINTELS 4. CONNECTION FOR ALL CONTINUOUS AIM BOARD TO TOP OF MASONRY AT 32" O.0 MAX. W(2) AT EACH CORNER. G.C. TO VERIFY LOCATION DOES NOT CONFLICT w/rJ1(IF APPLICABLE) LAYOUT S. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALL/BEAMS.1(2) 12d TONAILS 4a MINIMAL CONNECTOR LINO ON FRAMING PLAN 1. CONNECTION FOR JACKTRUSS TO WOOD WALL OR BEAM © MINIMAL CONNECTOR LINO ON FRAMING PLAN 1. CONNECTION FOR ALL TRUS3ESTO INTERIOROEXTERIOR BEARING WOOD WALLS AND/OR BEAMS ROOF FRAMING NOTES 1. SHINGLE ROOFING SYSTEM OVER MIN. 7/16" OSB ON PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. (SEE PLAN FOR SIZE AND SPACING, SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPE AND OTHER INFORMATION. 2. THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSB EXPOSURE.1 SHEATHING TO THE UNDERSIDE OFTHE ROOFTRUSSES. 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 FDS. FOR TRUSS BRACING AND ADDITIONIEVIE ED ROOF INFORMATION SEE SHEET S-4_ MPL' ST. LUCIE CC BOCC FILE 01 C.M.U. OR CWo �� _METAL DRIP EDGE + IF ALL ►--2 x SU&FASCIA o SEE TYP. WALL rl 01 SECTION ALUM FASCIA 2x4 P.T. FASTEN TO 01 C.M.U. w/ 11/2" LONG T-NAILS 0 2'-0" O.C. SECURE J-CHANNEL <02 012" G.C. CONTINUOUS VINYL C3 OOG.C. SHALL VERIFY SOFFIT MATERIAL CAPACITY TO RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING WIND PRESSURE UII"WI II"WI 11COO TYPICAL SOFFIT SUPPORT DETAIL 3/4"=.I y 0 ,`00l/lT IT11f2{ {{� asJR ````QP.•tlg ,S° JR 3 ^�• O c�',''� ••.*}AFL �.�1`n• �� . ',S{ {1,T�t2 a0ii�8' F'- 9 4l a E 3 m 07 10 V N co 00 ti S uS g F LWO 04 IY � ��maq Q7j$.�I �pgyp ��I 4Jk 3k ik N �3_m0 DI+INj�O, LL LL J F5 D .-z EBB BNoroB a '� ¢i\o o: w w ANTZO d 5 m m c m m O p s 'm 3� m m w g oo a o $m D n oAR y I- E m VBWY.FDSENG.COM ❑ ❑ ❑ d U 07 Y Z N p m m `00 N z Zo g - a c Z c N 0 4� o- w c ❑ E W U - 0 4L E w o c O C m h m U PNE w O o ❑ '� _ o�w -U uN3°as o0 ¢rnou°9 �m m ® DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32! DIVISION LOCATION: PORT ST. LUCIE Job Information: w �m: � � I I i C p i P s (A W O e•I N '000 N N e 3O J N a 00 d sa - 0JLU= M a J 0 w cn Ln a n 7V Model Name /Number: 1720 5 Plan Issue Date: Tuesday, April 28, 2020 KA PROJECT NUMBER: 20-3044 T I D Sheet: Of: n Y � >`0 TRUSS LAYOUT t TYP. TIE BEAM W/3000 P.S.I. CONIC. W/1 #5 REBAR CONT, Sill SON SP4 W/(B) -10D X 11/2 SP6 OR SP8 FOR 2X8 AND 2x8 WALLS DOUBLE 2x TOP PLATE STANDARD HOOKS SEE MS05 FOR MORE INFO TYP. RULED CELL W/3000 t, P.S.I. CONIC. W/1 #5 REBAR VERT. ;(3) EARING WALL HEARWALL FRAME WALL M.U. 2 SYP/SPF P.T. W/ /2" X 8" "J" BOLTS OR /2' X 6' EXPANSION ORS OR (0) W X 1/4" ONS OR 7/8' HILTI Till 2z BASE PLATE SEE 'ij, 77. .. PLAN FOR MORE INFO MS03 FRAME (EXT/B " /SHER) WALL r^Tr A �rxrr OI N.T.S. #5 REINF. 20" MIN. LAP BAR 9 #3 OR #4 REINFORCING BAR #3 & ##� APB " P�( �Fi25" MIN. LA #5 STD. 90 0 HOOK #5R 13AR #5 LAP SPLICE SCALE:1"=1'-O" " MIN. P #6 REINFORCING BAR * GRADE 40 U.N.O. #S I AP SPL ICE MS051 REBAR SPLICE DETAIL - GRADE 40 ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2 x 4 1/4' X Zak" 12" O.C. 1 2 x 6 1/4' X 231" 12" O.C. 2. 2 x 8 1/4' X 2%' 12' D.C. 2 13' 65 43 FORM & GROUT SOLID BAR CONT. RM85 12" LINTEL DETAIL /4"=1,o" SIMPSON DTC AT EACH TRUSS TO WALL BELOW BOTTOM CRT OFTRUSS STRUCTURAL SHEATHING N.T.s. WF43 I FALSE WALL DETAIL NOTE: TAPOONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. PRECAST_ ----- _ iLINTEL ; m w r c¢ (2) 2X P.T. i BUCKS W/ 1/2' O.S.B. r BETWEEN FASTEN PT r NAILER TO MASONRY r IF DOUBLE 2X NAILER IS USED, USE 1/47 41/2" TAPCONS, SEE OTHER NOTE FOR SPACING REQUIRED MS11 2x BUCK DETAIL N.T.S. LINTEL BEAM: + 1 COURSE LINTEL BLOCK W/ 1 # 5 BAR & 3000 PSI GROUT, MIN. 25" LAP (ACI 530) CONIC. SLAB SEE FOUNDATION PLAN FOR MORE INFO- 4 CONTINUOUS _ —2 x 4 SPF. #2 STUDS AT 16" O.C. —2 x 4 P.T. WITH 1/2" ANCHOR BOLT AT 32" O.C. NTS NO"HEARWALL SEGMENT111111111111101 TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. —FILLED CELL: FILL BLK CELLS WITH 3000 P.S.I. GROUT ONE #5 O LOCATIONS SHOWN ON THE FOUNDATION PLAN AND FLOOR PLAN. MIN. LAP 25" (ACI 530) MS021 TYPICAL SHEAR WALL SECTION N.T.S. I Iay�+wv "�" t= R y . T 61 GENERAL NOTES 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THROUGH OUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END ALL RECESSED LINTELS TO HAVE MIN. 8" BEARING EA. END 4. * LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT FOR FOR APPROVAL. 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. GENERAL CONCRETE LINTEL APPROVED LINTELS: CASTE-CRETE, QUALITY PRECAST, LOTTS, PRO-CRETE F=FILLED MIN GROUT /U=UNRLLED #5 REBAR AT TOP R=RECESSED MIN. (1)REQ'D QTY OF #5 1-1//2" CIE R 0 BOTTOM F UNTEL CAVITY. r0RE6R M TOP KNOCK OUT F16-113/1T UNTEL BLOCK COURSE Yf� QUANTITY OF #5 REBAR AT #5 REBAR AT NOMINAL TOP BOTTOM OF o UNTEL CAVITY HEIGHT BOTTOM REINFORCING 75 'ACTUAL PROVIDED IN LINTEL (VARIES) TYPE DFSIT;NATION 8'NOMINAL WIOTN GFNERAL CONCRETE I INTFT MaTFRIAI a GFNFRAI INCTAI 1 ATION NOTES 1. fc braces[ Ilmels = 3500 psi. y, prpvi0e full gKMer head and bedjoints. 2. fc prestressed Ilmels=GOOD psl. 2. Shore Rfedl I 3. routed Per ASTM C476 P 3000 bell w/ I tale as required. 3. Inmallahm g Ilrsel mavimum arm 4, 3/8' aggregate 8' m 11" slump. must comply with the architectural end or structural drawings. 5. Concrete masonry units (CMU) par ASTM C90 w/ 4. VUmels ere manufactured with 5 V2' long rdera s at the end W accommodate vertical cell Nimcming and grouting. minimum net area compressive strength=1900 I. Ps 5, All Iiotels meat or exceed U380 vembel tleRection, axoapt lintels ST<" antl 8. Reber barn Grade 60. longer with a hominel ran m 8" meet or exceed L/180. brand nd pa Prestressing strand per ASTM A418 Bade 8. Bottom field Mood rebertobe located at the bottom of the lintel m y. ], 7, 7/32' disme(pr wire dorups we welded to the bottom Mal for mechanical anbho reBs a par AST, 7/3 wire 8. Deatinplace Boncrete may be provided in composite lintel in lieu of concrete 7/32 wire per M C 0 type 8. Mortar per ASTM C270 typeM or S. masonry unit$, S.Safe load ratings based on rational desw analysis per ACI 318 and ACI 530 30. Flofida Pred4et AaproVal No. 158.1 11: The eaenor surface of it is installed in erdmicr concrete masonry walla shell have e coating of stucco ayplled in accordance with ASTM C926 or other approved boean9 12. LIMIS ceded simultaneously with vertical (gravity and uggp arid horizontal (laterep loads ahoud he checked for combine loading with the nbowmg equation: Iled verticel Iced Applied horlicbmal load + 1.0. See combat load Safe horizontal load _ 1070 101vol SRF"El 8FEll O O O O 8RF141B/1T SP1Ell o o 0 O P sF20-18/1T 'O 0 0 0 0 •'Q 8RF2a16/1T SF24.1B/1T 0 0©. 8F281B/1T H 8F32 J.Ell CD HURRICANE ANCHORS (TYP.)—► ti c v 0 q Y `o G y� rT � h s it CC"i ae `a a) � N i�'Bgv W Ni 1,00 pNp Q .IN qb ik dp w P@FF'�. Up�� � tLi LL f'i m $�§_w Ohm^mc yo 1g`2j �z W d b Q � a u m �a Elm 3 Z ¢ a 0 O as rwsfig WW w°Ta'¢0DO DO � � Zd 9d C ErvI 0 C a N e IS. Piz m 6�B §§ y A8 .S WAWV.FDSENG.COM ❑ ❑ ❑ `y Avg (D M N zi dN y C4 pO W Z M •O ~ Z m ¢r 3 a s 0 o 2 N^, UI Qf1 NA� 1 w l-e 1t•/ •U — 0 E 0 w c c m t�li6 o Lnm '0 H- LD N E N w Oo o L Do U a0 ® — 0 U U) LO , c go on IQ m A DAMS HOMES a PRECAST "U' LINTEL w/ 3000PS1 CONIC. AT OPENINGS SEE GENERAL CONCRETE GROAT SHALL BE FLUSH WITH TOP OF WALL N "m FLORIDA CONTRACTORS LICENSE N0. CRC1330146 REINFORCEMENT ISCHEDULE FOR REQUIRED 3000 GULFBREEZE PARKWAY I� P „�K sm.so RIEVIEWE ` GULFBREEZE, FLORIDA 32563 DE COMP ° DIVISION LOCATION: 'WOPORT T I UCIE ST. I_UCIE 1 REBAR ON BOTH SIDES STO, 90 DEGREE w`/�C h S B o C t " J6b Information: OF OPENING U.N.O. ANGLE 3000 P.S.I. CONIC. W/1 #5 DIA. REBAR TYP. BOND BEAM S" x 8" x 16' K.O. 22 to PROVIDE KNOCKOUT LINTEL BLOCK M T BLOCK FOR FIRST FILL W/3000 P.S.I. 0 COMPLETE CMU COURSECONIC. W/1 #5 DC BELOW SILL & FILL SOLID REBAR RPY W/ (1) #S BAR FOR ALL WINDOW OPENINGS B'-W' 4c AND LARGE INDICATES FILLED s" x 8" x I CELL FROM FIG. TO CIVIL U,N.O. BEAM WITH 1 #5 BAR MIN. sit p C O 0LO Uses! 2 N N x-T N rl N N • • J N GO H V m a TYP. DOWEL 25• MIN. LAP m � O LLI fh i (ACI 530) @ O _5 LO 2 . ..: • :. , , . • • . • .� •'- . • •SEE N _I m U) U) VI Model Name/ Number: rE 1 20 FOUNDATION PLAN ' 1, BEE FOUNDATION PLAN FOR LOCATIONS c •ip Plan Issue Date: Tuesday, April 28, 2020 MS01 I BLOCK WALL REINFORCEMENT N.T.S. VI KA PROJECT NUMBER: 20-30" LINTEL PLAN SCALE: 1/4"=1'-O" ELEVATION B a '� o Sheet: � w � 1 Of; 8 LINTEas L PLAN 2x6 #2 SYP P.T. ° SIMPSON HETA 16 W/ (2)'/z"x5" EACH END WEDGE ANCHOR SEE FLOOR PLAN 0 FOR BEAM SPEC, OVERHEAD SECTIONAL y DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT o W/ WASHER. MIN. 6 PER TRACK TO JAMB. 9%: (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" a ° o "J" BOLTS WASHERS SET IN o FILLED CELL W/ #5 TYP. FILLED CELL c VERTICAL MIN. 5 PER JAMB. 0 d ri SECTIONAL 'i c ® OVERHEAD y DOOR CONT. P.T. #2 d WOOD SYP 2" X 6" O ! v TRIM ppeeel° ads p tlif �' `.' . . •. •. 3 Rip C� •°. N r '0 . 2"x6" P.T. WOOD JAMB q •�r r ^ ° �\ g731 + °':.' • No DOOR AND CONNECTION PER GARAGE DOOR MANUFACTURER GARAGE SLAB _ Or' w Sz AT TYP. GARAGE DOOR r sN; TRACK MOUNTING DETAIL ! NOTE: DETAIL CD22 / 3-2 MAY BE SUBSITUTED FOR THIS c r U DETAIL- UNLESS NOTED OTHERWISE, F 0 U MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. CD21 ENTRY CMU COLUMN/BEAM N.T.S. a a s _ ggCCg m e5 g cg€ 8N� 0pp F a ''n W 00 Lp� DoN�m tJi. LL LL �Dca3` Or�°z D(II'a tVo W a BLOWN -IN R-30 INSULATION PER FBC AND ENERGY $a�2 B - "w Q��"' w c w S ni y 103 FORM WITHEv PERMIT APPLICATION U ^' ._ �'P 2= m a Z z O BLOWN -IN R-30 INSULATION PER ROIVIDEDBAFFLES AT EAVES (FOR VENTED ATTICS) v, m _ ffi a aas» v& I m o � cc ° 12 FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION 12 FIBERGLASS SHINGLES OR SEE PLAN TILE ROOF (PER ELEVATION) Y "' A a a, n sa ° W E ., m °� -' m w G] Z A i m d PROVIDE BAFFLES AT EAVES SEE PLAN OVER APPROVED UNDERLAYMENT % e a o " (FOR VENTED ATTICS) PER FBCR 905.1.1 OVER APA °�' n a 8 @ a Z a '3 FIBERGLASS SHINGLES OR PRE ENGINEERED WOOD RATED STRUCTURAL SHEATHING TRUSSES 24" o 2 ra&a. 'o N 8 D Uf—J ❑ ❑ ❑ TILE ROOF (PER ELEVATION) @ O,C. (SEE STRUCTURAL NOTES $ `- '�° WNM1Y.FlSENG.COM U OVER APPOVED UNDERLAYMENT PER FBCR 905.1.1 OVER APA ' FASTENED TO TRUSSES PER ROOF , t NAILING SCHEDULE) PRE-ENG. WOOD RATED STRUCTURAL SHEATHING , TRUSS ANCHOR (SEE PLAN) d H Z N M g TRUSSES @ 24" 0 C (SEE STRUCTURAL NOTES FASTENED TO TRUSSES PER ROOF NAILING r-- _ _ — _ SEE PLAN FOR • BRG. HT. m 'ry Z •p /� Z v Q c O SCHEDULE) —rz TRUSS ANCHOR (SEE PLAN) 1/2" DRYWALL .. FELT PAPER OR • • " 3 \(V1�•//1 TO BE INSTALLED ON OUTSIDE k' +, k, �� �� v ,� ,, FACE TRUSS PLATE METAL DRIP EDGE i 0 n — s v J 3/4" P.T. NAILER • r 2X SUBFASCIA (TYP.) FRAME FOR BUILT-UP N (D $ tMETAL DRIP EDGE SOFFIT. SEE ARCH. 112" DRYWALL PLANS CORNERS min (3) 2x4 OR 44 w/ 2x4 POST UNDER EA 8 @ Q) — — �� w 1/2" DRYWALL CURTAIN NAILER r� 8 x 8 x 16 K.O. 2 X 4 P.T. PLATE END OF SUPPORTING BEAM. d 0 E Nu C ,, CONNECT ALL 2x STUD 2X SUBFASCIA TO TOP PLATE WITH (4) l x 4 P.T. @ WINDOWS n n LINTEL BLOCK 1 x 8 P.T. @ S.G.D. n n O.H. W/ (1) #5 DIA. REBAR& NAILED W 8 ' KEEP IN 3/4" FOR SHEATHING / d NAILS @ 6' AND LATH WITH FINISH O.C. E m O N c m Vt7a 16d TOENAILS SOFFIT. SEE ARCH. PLANS H SEE ELEV. 3000 PSI CONCRETE "U" (TYP.) ALL SIDES / (TYP.) FRAME FOR COR- V' o N d M oum 1/2" DRYWALL PRECAST LINTEL u / /l NERS FOR NON LOAD Oe �O c U w E SEE PLAN FOR HEADER SIZE SEE SCHEDULE u u w a° o / BEARING SIDES NAILED i/v° V. ° v° ui o ''" ° u 00 ® 'o < w/ 16d NAILS @ 8" O,C. _ N 1 - p0° v° OO ���v o. / old OPTION 15/32" OSB EXPOSURE 1 ON O'H' 1/2" X 8" J-BOLTS / ' ® DAMS HOMES MAXIMUM OF (3) - 2X PLATES MAY BE EXT. WALL W/ ALL EDGES BLOCKED. ADDED BELOW THE HEADER W/ EACH SEE ELEV. SEE TB13 FOR NAIL ATTACHMENT. (1) CENTERED EA. ` / (TYP.)4 COURSE HIGH A.F.F. PLY ATTACHED W/ (2) ROWS OF 16d (OPTION) STAPLE: 16 GA. 1 3/4" SIDE w/2" WASHERS CMU BASE FILLED w/ CONC NAILS AT 8" O.C. STAPLE @ 2" O.0 EDGES AND FIELD. d NOTE: 44" MAX. SILL HGT. ON n CELL #6 DIA. (TYP.) W/ (4) VERTICAL RENF W/ h = ,.. ALL BEDROOM WINDOWS. u REBAR W/ 3000 PSI REB 30 HOOKS INTO FTG & AT TOP FLORIDA CONTRACTORS LICENSE NO.CRC1330146 CONC. ALL LOCATIONS OF COLUMN PLAN Al -Al 3000 GULFBREEZE PARKWAY VINYL FRAMED WINDOW w/ SCREEN (G.C. TO VERIFY W/ FLOOR PLAN SHOWN ON FOUNDATION a &FLOOR PLANS : 4i c GULFBREEZE, FLORIDA 32563 LOCATION OF OPENINGS IN y - a DIVISION LOCATION: EXTERIOR WOOD WALLS, IF No SIMPSON LSTA30 SEE FLOOR PLAN REVIEWED PORT ST. LUCIE OPENINGS ARE INDICATED, FULL STUDS ARE REQUIRED). P w/11-10d TO BEAM FOR BEAM SPEC. CODE COMPLI 9 & TO FRAME BELOW NOTE: 44" MAX. SILL HGT. ON ST. LUCIE CO Job Information: ALL BEDROOM WINDOWS. VINYL FRAMED WINDOW BOCC �' W/ SCREEN WINDOW STOOL n 'a CEMENTTTIOUS DECORATIVE PER SPECS n M. . FINISH 7/8" THICK PER ASTM u PRECAST CONC SILL 0 C-926-98A u N u PAPER BACKED FOIL R-4.1 � � ro 2X STUDS (SEE FLOOR PLAN FOR MORE INFORMATION), SEE TB13 INSULATION AT CMU BLOCK WALL N PER FBC AND ENERGY FORM y FILE COS' v � 1/2" DRYWALL V EXTERIOR FINISH - � � ON SHEET 6 SUBMITTED WITH PERMIT ( V SEE ELEVATIONS) (6n FOR NAILING INFORMATION FOR APPLICATION FBCEXTERIOR WALL SHEATHING. WO INSULATION LPER WOOD FRAME WALL PER FBC P.T. 2X #2 SYP. BASE PLATE AND ENERGY FORM SUBMITTEDLO 1 x 2 P.T FURRING FTG. DOWEL #5 DIA. REBAR 1 x 4 P.T. 17" IN CONCRETE - 25" a - w _ 2O a) w w/ 1/2 x 8 A.B. (OR 1/2" x 8" TITEN WITH PERMIT APPLICATION HD) w/2" WASHER AT 32" O.C. BASE NAILER EXTEND (ACI 530) ABOVE SLAB. ALL LOCATIONS SHOWN SIMPSON HETA20 Al Al BUILT-UP CORNER MIN 3 2x4 o \ MIN. WOOD BASE ON FOUNDATION , W/10-10d TO COLUMN ( ) u, / 6" FROM END - SEE WS07 WOOD BASE FOR TERMITE SHIELD SEE FOUNDATION PLAN PLAN POST i OR 4x4 POST W/ 2X4 UNDER o f° z CV •••I . J SEE FOUNDATION PLAN FOR EACH END OF BEAM m CO a FOR SLAB INFORMATION TOP OF SLAB SLAB INFORMATION TOP OF SLAB , NOTE: 2 X 4 P.T. PLATE W m 0 .— BOTTOM STRAPS MUST BE s ° m (�LO �* GRADE * '- INSTALLED ON INSIDE OF < N GRADE COLUMN. DO NOT BEND-,'-I'T�,,-„ Model Name / Number: it I o STRAPS UNDER PLATE. o °r�Q°r CLEAN 3 w COMPACTED _, iv O SEE PLAN FOR PLACE STRAPS IN FILL ° �? "�„ ,L720 a 'i iv RE -BAR QUANTITIES q CELLS w/#5 REBAR , (TYP.)4 COURSE HIGH CMU BASE 16 Plan Issue Date: FILL • ,• m c0 FILLED w/ CONC - SEE PLAN FOR o •` SIZE. T O F COLUMN BASE - ,•,,; a ~,.',. 1 Tuesday, April 28, 2020 SEE FOUNDATION PLAN - 16" FOR FTG REQUIREMENTS SEE PLAN SEE FOUNDATION .,. ,•,°•,•� 2fA�� AOF c KA PROJECT NUMBER: 20-3044 Y NOTE: DETAIL CD21 / 9•2 MAY BE SUBSITUTED FOR THIS a Sheet: Of: DETAIL -UNLESS NOTED OTHERWISE ,� o �_� CD22 ENTRY CMU COLUMN BASE W/ FRAME ABOVE N.T.S. WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/a°=1'-0" WS01 TYPICAL WALL SECTION - 8" CMU 3/4"=1'-0. a TYPICAL FRAMING OFDETAILS V V Io a (2) 2 x 4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x 6 LAMINATIONS W/ (2) ROW OF STAGGERED 10d ROWS OF STAGGERED 16d ROWS OF STAGGERED 16d 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 = 0.182", L= 3-1/2") OR EQUAL (D = 0,162", L- 3-1/2") OR EQUAL 11)ADJACENT NAILS ARE DRNEN MOM 3) FOR 4PLY, PRODIDE 1/4"DIA. x 51/2" LAG OPPOSITE SIDES OF THE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NOS SECTION 15.3 FOR THE THICKNESS OF THE LAST LAMINATION. ADDITIONAL INFO. WF37 I TYPICAL COLUMNS DETAILS N.T.S. FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 11/2" CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) F.F. IVERHANG FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ'D. MS18 I RETROFIT WALL OVERHANG DETAIL N.T.S. 2x8 SYP #2 TOP & BOTTOM ATTACHED W/ (1) ROW 16d 2x6 SYP. #2 NAILS @ 16 O.C. RIPPED BOX HEADER DETAIL 0IF ONLY (1) KING (1) JACK USED AT EACH SIDE OF OPENING G.C. TO INSTALL (3) TITEN HD. 5/8" x 8" EQUALY SPACED PER SIDE INTO CMU AT JACK TO HEADER, NO BASE CONNECTOR REQUIRED CMU— 7/16" O.S.B. EA. SIDE 2X BLK'G. TO O.S.B. W/2-8d EA. END EDGE VIEW SP4 AT (3) 16d COMMON 24" O.C. NAILS(TYP)� SEE PLAN FOR WLL HGT. HEADER PER LOCATION I 1�� Po D.C. �• SIDE & TOP ILER h�• • . • TOENAILSEACH ENTYP. •,+1,�I i• HEADER EACH END WINDOW OR DOOR OPN'G '--CMU WF39 I TRANSOM DETAIL AT ENTRY 1/2" = r-0" PROVIDE 2x4 ON TO OF 2x8 TO BLOCK OUT ROWS 12d @ TOP PLATE ATTACH w/ 3" O.C. OUBLE 2x4 (2) 12d NAILS O.C. TOP PLATE (SOLID BLOCK w/ 2x6) 41? Mph! 2x4 STUD PER PLAN 2x4 BEYOND AGAINST 2x8 STUDS NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN TOP PLATE Wj 8d 2 1 2" x 0.131 NAILS (SIM. w/ 2x6 * NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) TOP PLATE TRANSITION PIPE OR DUCT w/ OUBLE 12d PENETRATION THRU TOP SPLICE TOP PLATE W/ MORE THAN 50% OF TOP ROWS 12d PLATE WIDTH INSTALL @ 3" O.C. SIMPSON PSPN516Z w/ (12) 16d NAILS TYP. TOP & BOTT. NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO TOP PLATE W Sd 2 1 2" x 0.131 NAILS * NOT REQ'D. WHEN QT SYSTEM IS APPLIED NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL OP SPLICE DOUBLE 2x8 TOP PLATE 2x4 W/ 2 ROWS OF 12d NAILS @ 3" O.C. BOTTOM SPLICE OVER STUD WF17 TOP PLATE SPLICE DETAIL 3/4"=1'-( * CRIPPLES MAY/MAY NOT BE PRESENT. VERIFY HEADER ELEVATION HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL I 2 X 6 WALL JACKS I KINGS I JACKS I KINGS SIZE EA END JEA END I EA END JEA END LESS THAN 4' (1) (2) (1) 2) >4' BUT <9' (2) (3) (2) (2) 10'-0" - 16' 3 4 3 4 HEADERANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE NO. & SIZE OF & GRADE RAFTER TIES EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE 2X CRIPPLES @ 16" O.C. SEE SCHEDULE W/ SIMPSON SP2 TYP. •" TOP AND BOTTOM 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH * WHEN STUD LENGTH FACE OR 3-ROWS IS LESS THAN 12" USE 12d NAILS STAGGERED LSTA30 STRAPS AT EACH @ 12" O/C FOR 2 x 10 STUD WRAPPED OVER OR GREATER HEADER TOP PLATE & NAILED TO HEADER EACH SIDE FILL ALL HOLES IN DOUBLE 2 x #2 STRAP S.Y.P. HEADER W/ 1/2" FLITCH PLATE 10d NAILS @ HEADER. (U.N.O.) 8" O/C TYP. FILLING AND BLOCKING AS DOUBLE 2 x 4 REQUIRED FASTENED TO CRIPPLE STUD HEADER W/(2) ROWS TYPICAL (U.N.O.) OF 12d @ 16" O/C UNLESS NOTED OTHERWISE 2 x 4 STUDS TYP. SIMPSON HTT4 W/ (18) 16d NAILS & A 5/8" EXPANSION ANCHOR EMBEDMENT U.N.O. PFjyfK't? OR 8 1/2" AT GARAGE STEP DOWN 1t io HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING P.T. BOT. PLATE WALLS WITHOUT UPLIFT WF09 I WALL HEADER DETAIL N.T.S. OPTION A SEE FLOOR PLAN FOR COLUMN SIZE & BASE CONNECTION INFO EXT. OUT BEAM TO SUPPORT SIMPSON HUC410 TRUSSES IF SPECIFIED ON PLAN BUCKET SEE ROOF • - - - -; PLAN FOR MORE INFO ; SEE ROOF PLAN FOR BEAM SIZE ; & CONNECTION INFO SEE FLOOR PLAN --------- FOR COLUMN SIZE & BASE CONNECTION INFO `- ---- ---------) OPTION B -1/2" OSB FLITCH PLATE REQ'D ONLY WHEN INDICATED ON BEAM SCHEDULE/PLAN SECTION A -A SCALE: 1 1/2" = 1'-O" ROOF PLAN BEAM SIZE & SEE FLOOR PLAN FOR COLUMN SIZE & BASE CONNECTION INFO — AA SEE PLAN FOR TOP OF BEAM FOUNDATION N FOR MORE INFO CD11 I COMMON BEAM ATTACHMENT I N.T.S. SIMPSON DTC AT EACH TRUSS TO WALL BELOH' BOTTOM CH( OFTRUSS STRUCTURAL SHEATHING 4 CONTINUOUS IPF. #2 STUDS O.C. .T. WITH NCHOR T 32" O.C. WALL WF43 I FALSE WALL DETAIL :F7771 WOOD BEAM SEE PLAN FOR SIZE - TYPIC WALL SIMPSON HUC410 OR (2) HUC210 TO BUILT-UP COLUMN SUPPORT COLUMN BUILT-UP MIN. (3) 2x4's OR 4x4 W/ (2)-10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20's W/(12)-16d EA. TO COL. ALT: (2) MSTAM36 STRAPS CENTERED W/ (13)-10d NAILS Ea TO COL. TIE BEAM CD04 I BEAM 9 RAISED ENTRY MASONRY WALL I N.T.S. REVIEWED FOR CODE COMPLIANCE- ST. LUCIE COUNTY BOCC FILE COPS srae d ., *�y y0t N U `o 1 �. to o r` N N .,j. N I- § • m g Ncli 10 V co 00 s WS��@ Qpop .y yq�� IMn 4Jk N 10 W � �O�nT LL 1J1. J# LL 8m [1 = m m L= �v�xNc w a ('01a it `ERN Zgy$w Z z o s �£bl W10 �z 00 ¢m0 LL L a �y8g at88 • m 0 O Z K U Q 0 N � F m2 W F- E �NM141/W.FDSENG.COM W co 13 Z n CDz m o 10 4� Z < _ J � CL — O zo 0 nn 11Ln o Weswo �N c w m m (B U M N E �® M _ =�J ® <rnv pm u°n"aid' Lo y om Jim " ® DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: 0 Z c LO LO W i N Y (/) (h N e-1 b0A N z m 00 GD o- 0 J Li Z) A o _I Im U) U) LO VI Model Name / Number: 1720 � Plan Issue Date: Tuesday, April 28, 2020 KA PROJECT NUMBER: 20-3044 Sheet: S /3 Of: �v{ TYPICAL WALL DETAILS *DIAGONAL SPACED AT 20'-0" O.C. MAX SAME SPACING AS BOTTOM CHORD LATERAL BRACING DROP GABLE END TRUSS & 2x OUT LOOK RAFTERS FOR OVERHANG GREATER THAN i1�rti p r^ nL ,,\v,�, 771K 12". ATTACH 2x OUTLOOKER @ 24" O.C. TO TRUSS WITH MTS12. FOR O.H.UNDER -SPACE OUTLOOKER BLOCKS @ 24" O.C. NO STRAPS REQUIRED.MINIM 8d NAILS @ 4" O.C. WALL AND ROOF 'CROSS RACING + 2x4 SYP BLOCKING FOR SPECIFICATIONS SEE PLAN FOR - "^. _ _^ ` BETWEEN TRUSSES @ 48" SHEATHING, SEE TB13 ' OCATION) ,�` ^ l TRUSS W/ MAX. FASTEN NAIL E D XX GABLES 3'-02X4 SYP L R OE5 0R "TALL. ' BLOCKING 2x4 SYP CROSS BRACEF 2x6 SYP L BRACE FOR APPROX. 8" FROM RIDGE GABLES 6'-0" AND TALLER. ' = . THEN 48" O.C. AFTER. NAIL w// ATTACH L BRACE w/ CROSSING EACH T 45 ANGL® 12d NAILS @ 4" O.C. c (NOT REQ'D WHEN GABLE IS GABLE TRUSS ' 4'-1" OR SHORTER) FASTEN (1)A%ACETO' 2" LONG 2x4 #2 SYP BLOCK AT d ' CONT 2x4 SYP SPANNING (4) BRACE COACE LOCATION. FASTEN TO TRUSS BAYS (8'-0")NAILED DIAGONAL LL PLATE w/ 10d @ 3" O.C.(3) JOI w/ 3-12d TOCHORD (MIN BLOCK/PLNAIL GABLE TRUSS PER JOINT 1ST4BAYS)16d NAILS TO TOP T 4W O.C.CONTINUOUS LATERAL BRACING- 2x81/2"x8" ANCHOR BOLTNAIL OVER X-BRACE AS SHOWN- 4 BAYSAT 48" O.C. MIN. INSTALL BLKG. AT TRUSS WEBS KNOCK OUT COURSE Y CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING X BRACING - 2x4 SPF OR SYP c W/ (3) 12d @ EACH TRUSS WEB MASONRY WALL N N E , C I NAIL TOP OF "T" TO GABLE ROOF SHEATHING, SEE c TRUSS w/ 2-12d AND 1 T11313 FOR ATTACHMENT ; TBIMPSON H8w/ OVER JACK TRUSSES, SEE01 TYPICAL CROSS BRACING DETAIL N.T.s. TB02 TYPICAL CROSS BRACING DETAIL N.T.S.NTs10-10dxi 1/2"NAILS PLAN. a FASTEN (1) SIMPSON HGA10 � - m gid'df OffI", @ 48" O.C. W/ 8 1/4"x11/2" 1 tH OVIDE 2X4 MIN. BLOCKING AT SDS WOOD SCREWS GABLE NAIL TOP OF "T„ 2x4 BLOCKING w/ 2-12d TOENAILS NTER LINE OF HIP/RIDGE, TYP. END TO TOP PLATE / BEAM TO GABLE TRUSS w. 2-12d TWEEN TRUSSES W 2 12D FRAMED WALL OR BEAM ILS EACH END TO TRUSS TOP BELOW, SEE PLAN. AND 1 1/2" N H8 w/ .79 ^J� 4 10d x 1 1/2" NAILS � �0 ORD @ WOOD FRAMED WALL @ DUTCH GABLE E d * * o RUSS ALTERNATE TO BLOCKING = • fi i 00 YP PRE-ENGINEERED VERLAP TRUSS BRACING o ip�.C`""'• A"' V - N WOOD TRUSSES GE01. GABLE END BRACING TRUCTURAL AT LEAST ONE TRUSS 6" OVERLAP G.T.--- SHEATHING PACE ADD 2X4 ALONGSRIPPED 2X4 SYP #2 mTOP CHORD WHENAIL TO TOP CHORD S U) TO PREVENT SHE""' Of HIPPED TRUSS W/SPAN FROM EXCEHIP 12d NAILS @ 6" O.C.MAX 24" SPAN (EIG,T SIDE OR BOTH IF .a 0 m ROOF (2) 12D NAILS MINIMUM (3) 12d SHEATHING AT 12" O.C. MAX PER JOINT MINIMUM 2"X4" SPF OR _° SEE * SPACED AT 10'-0" MAX SYP TRUSS BRACING00 m PLAN E N � W � 2X4 BEEN KINGTRUSSES 's m 0 m ` o BET�WE�E(N�TR�US�SES HIP TRUSS U€ o .�, W a� z LL w SECT,A-A u0 $@ Wyom° 0 AN TB03 HIP / RIDGE BLOCKING DETAIL N.T.s. TB04 TRUSS BRACING OVERLAP DETAIL (TYP) N.T.S.Lj i 0 z9€> Z Z o y _� W�'�cs UB ¢00 208Nt m m p 5@act Na^`d <�a Em O O- n$�$ 2 o QO� o J Gmm mW U H- y y� W .FDSENG.COM ❑ 1111 $ 1LO N W Z p TRUSS NOTES: r M N w Z m p 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING 70 ANSt/TPi-2014 _ / ' ` Q (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND ;c t 'w) BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENTIZ IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED a a as TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT a Z O EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. c 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL 0 LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 0 3. ALL BRACES SHALL BE 2x4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION. m (>3 E- 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT U w ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. — o - 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. E Q W o ut9n N f�r)1 SEE TYP. TRUSS BLOCKING DETAILS d Ln C m SHEATHING c -TO SEE ui W Op cg II\ 3 TO 4 TRUSS x4 AS SHOWN G ~ +'c"00 00 Il�. TRUSS SPACES DIRECTION U V) O m ALTERNATE RUS y Q Opt mq VERTICAL SCAB 2X6 #2 SPF 3 W/ (4) 12d TOP & BOTTOM SEE TROSS (2)-1 NAILS c LAI\ DAMS HOMES OR HCLR/LL IN PLACE OF (4) IOD [SECTION TO TRUSS yj REQUIRED @ RAFTERS GREATER THAN 8'0" B-B c a°� FLORiDA CONTRACTORS LICENSE NO. CRC1330146 SEE PLAN OUBLE TOP DouBLE SEE STRUCTURAL NOTES AND NAILING 3000 GULFBREEZE PARKWAY PRE{NG. TRUSS PLATE SECTION B-B TOP PLATE SCHEDULE FOR SHEATHING DETAILS GULFBREEZE, FLORIDA 32563 2x STUD WALL VARIES w ROOF —� - n SEE PLAN SLOPE t DIVISION LOCATION: CONY. FRAMED RIDGE IPORT ST. LUCIE\ REVIEWEDFOR VERTICAL SCAB 2X8 #2 \ 2X4 SPF BLOCKING / / MAY BE NAILED w/ MIN. \ \ V Job Information: (4) 12d WHEN N (ANDS SPF 48" D.C. W/ (4) 12d NEXT TO PRE-ENG. TRUSS \ BETWEEN TRUSSES / / T 2x8 BLKING. NAILED @ EACH TOP & BOTTOM OR H5 OR \ SIDE w/ (3) 12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12d \ @ 48" O.C. MAX. CODE COMPLIANCE B REQUIRED w 2 MTS12'S REQUIRED @ RAFTERS GREATER \ \ / mLoc / / O CIE COUNTY THAN 8'-0" \ \ 2x4 SPF BRACE / / ST. LU COLLAR TIE \ \ \ @ 48" O.C. - NAIL W/(4) C v o®^C o SHEATHIN EVERY 3rd \ \ 12d AT EACH END & ry RAFTER \ \ \ ALTERNATE DIRECTION 2X4 BLOCKING BETWEEN CB O TRUSSES W/ (2) 12d NAILS BEVEL CUTS ` @ EACH END, CONT. EACH BAY (OPTIONAL) s ALTERNATING B 2X4 SPF W/ (2) *7X3-1/2" /, / TRUSSES &, (D BLOCKING DB WOOD SCREW EACH TRUSS TB OR HS @ 48" O.C. / / SEE PLAN ALE COPYa Z o � / PRE{NG. TRUSS STRUCTURAL SHEATHING CONK. ROOF SHEATHING Al TRUSS TOP \ \ / / / / c 4) YO CHORD AT ALL HAND FRAMED AREAS TYP. mto SEE PLAN FOR CONNECTION \ \ / / / / 00 Ll a SIMPSON A34 OR \ \ 2x4 P.T. BLOCKING BETWEEN _ TRUSSES W/ (2}12d NAILS @ DIAGONAL WOOD 2x8 #2 SYP RIDGE BEAM (USP MP4) N \ \ \ \ / / / / 0 O J LLI M Lp EACH END AT 8 -0 TRUSS 2'-0" ON CENTER 2X4 SPF BLOCKING 0 ul 0 MAX �-�• 2x6 RAFTERS @ 2'-0"O.C. \ /\ / .J MAX. w/ (3)12d COMMON \, V BETWEEN TRUSSES WALL BELOW TOENAILS TO RIDGE BEAM \ / \ @ 24" O.C. MAX.w/ Model Name /Number: (SEE PLANS FOR TYPE) 2X4 RAFTERS FOR SPANS LESS THAN - _ _ CONC. MASONRY 4 FT @ 2'-0" O.C. MAX W / (3) 10D SEE PLAN / •\ (3)12d EA. END (TYP.) c 2X4 CONT. AT STEEL OR WOOD COMMON TOE NAILS TO RIDGE BEAM 1720 T & B CHORD BEARING SUPPORT y TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/2" SPACE c V Plan Issue Date: @ RAISED HEEL DETAIL DETAIL @INTERIOR BEARING Tuesday, April 28, 2020 SEE PLAN FOR MORE SHEATHING w KA PROJECT NUMBER: INFORMATION 2X4 S.Y.P. r 20-3044 @ 16" O.C. Sheet: o �- TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.s. TB15 EXTERIOR NON -BEARING WALL DETAIL N.T.S. ROOF FRAMING T 6 AND BRACING DETAILS Ll \\' THERMA-TRU INSTALLATION \\\\ KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 1 1/4" EMBEDMENT INTO THE MASONRY JAMBS. SPA EVE 6" 6" 6" 6" SINGLE DOOR E DOUBLE DOOR W/ SIDELITES SINGLE DOOR W SIDELITE SINGLE DOOR W/ SIDELITES 'ACE 'ENLY l� DOUBLE DOOR LOCATION OF BARRIER TO BE 1'-0" IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE FILLED PVC. PIPE. TOP OF SLAB 00 Z 1 f- Ir- it I C)z I ' 0 16" MIN. DIAMETER !6 CONCRETE FOOTING SPACE EVENLY i Rye Ol a Sava 7" NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS.6 PER SHINGLE. fi uada^ar^e Fotse 3�Op"tsa 2g" no valley centedme i SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY TEXTURED, PAINTED BEHIND FLASHING LOCATIONS EITHER. WALL FINISH AND EMENDING A MINIMUM OF 8" ABOVE 6" X 6° H GALV. VERTICAL RISE OF FLASHING VERTICAL WALL FLASHING CONT. AT KNEEWALL — T ENTRY — PLASTER sT SE4UNT ROOF — SHINGLES .i — 8"%8"HGALV. FLASHING CONT-x AWN > FLASHING DETAILS NOTE: THIS DETAIL IS REQUIRED \ F�srlily' I 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 Wow. FRAME MIN.) GLUE STRIP W/ADHESIVEL BLOCK LINTEL & SCREW W/3/16"HILLIPS1/2" DRYWALL FLAT HD. "TAPCON" RUTHE WIDOW FRAME NRYJAMB MIN. 4" FROMIN. 16" C.C. EXT. FINISH 1/8" SHIM SPACE DRIP EDGE WINDOW SEALANT BACK OF JAMB GENERAL CONTRACTOR TO COORIDATE SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S 2X WOOD FRAd1lE BY OTHERS SHEATHING BY OTHERS CAULK BETWEEN 'IN &SHEATHING EXTERIOR FINISH CAULK BY OTHERS O.A. WINDOW HEIGHT EXTERIOIR I Iw%IN. EMBEDMENT - fB WOOD SCREW PROTECTION BARRIER DETAIL TYPICAL FRAME OPENING N.T.S. WINDOW INSTALLATION N-T.S li4"MAX 5H%M SPACE BACK ON THE AT EAVES :D EITHER r. IF INSTALLED ,ALL BE A TINSTALLED DOE SHALL BE N OF =n ON MINED IN 315110 MPH \N RODE HEIGHT EDGES SHALL BE 0 OF 41NCHES T InatalWtlon InEhuctlgy For All Flied Windows With Moundn0 Fln L induddes all W the following series: ........... I`" 625 / gt]5 / A215 if PUS if All If1.3 F0 / V1500 I V1580 / V300 I V380 °''�' VT2001 VT280 / G82000 / GB2080 / PrmtiBe 582 / PYectge 882 / lAIt Morlm"m Fartener.Spadrg Well Framhg;. (Jambs Head and 6111) #26prura/pine/Fla #10 a 1.1/z'• _ Saew Wnimum Ponetraaon 1-3/e" 4FImd �'� Cross Section View 7V bw I 0 Mnimum N �sbmde � y .S Ba[aNa Sheathing o oc Ma cm Nofe Westrongtyrxommend the ace p/gashing end/or//esh/ng bPosenOs///pans sec Malts /n A57M f711]-Of, Howl Cuero a Mr/al/on /n ca0ea and Dul/d/ng rypea, k!s kRW fo Me end user ro deHrmine the propermsMgaflon o/Meae /rasa. e l .!•r .:1 efo e -o' a.ln9'iour ":ntlo v 6. boas be ens L'° p'N d b S rc. intpZ•90 t, but o`elss re ltKk the wizy to N Pro Pr the D Ole frog ,J^e: ontl oher a 101. ,oh, o g 3 Step Measure tp besure the apeMrgu3/8 bi/2" larger than Ole willow axe boll vertlralN all hmDmtalN. ' You may Mom b Predrill the mode on holes in the fin a this pine. Disagifird Cw /qBb Yle W am/Ul Q. Step Apply a generouabead ofelllmreto lye bodaldeofthemamargf. Liseeroughaloonero sumtlerpy fill all wigs behveen the Im and Smp3 lInseenn thhee werow into the opening from the oubldes. The window a labeled 'IIWde•and 'outelde", bin 9 these Jobess have been `b'O'T ..... ft'' removed, the lid bead should bolo me lrukle of the buddi n Stec 9 InsWl shims uMa 0e sib, atlpstlng dim am me uwt r5 phvrb in Me sparing. Skims should be natalled alder the all every 2 feet 3 �� C �.s The window Sol be basics x�b!rad m the open wmr no soon tlwn l9" betsveal thewlMowand well haml �, C% \G. 'A S Imtaba#10It 1- 7-.4" from the Cower olfM finNeadl and of the head, sit and Doll sobs. m Jam; g64 Step 6 Install Ere remaining torsional b V inaereenes from the oane, screws b the oalta d each frame member, ilea sore rot bore,- rep + `/ ta0 tgnten the sdews all pull them lhrongh tle fin. Afro, make sure the sowws go In sbalphtantl do not muse tle hams m bow. IF ► O - ;.s Wall framing should be a rommum of#2 Spru®(Pba/nr. -9 R Fas[Mers should be$10 r0aws of 5uffichl to ideal l-3/9' atbnine the wag and no Islas than ]/2•from of Framing, m FasknLv eanlitleSreeern, Each ease ofhame`GiVreE"span a. iA.A••f OD m Framer Member 13" 10• 3E' 94" 42° EO" 'SE• EE" 74" E2" 90' Be": o i Y(�•• M Numbs of Faasnars 2: 3 4 9 0 7 E 9 10 13 12 17 3 ��I `?/ F l nl '' • i 7 Ranove excess 511kone OUP from around the On all ill fur holesawids. Ikealiconeto Pole vods. p.�G Steps trimmed,areal iartialican be applied b teinteda gap between the windov and wall in, If applies, t/ds must4the C ''d NOtl PXFAA!OIwG';?Pe rvAPo n d7"• .•• > Step 9 Sfnce Else wkomvs are typically Used in roams will high mdature, k:; bamrooms, h se recommended that the Interior gap belwean the Model antl web framing also be sealed wlth Sill and tooled so as notto Interfere wim the installation of ova board, his, or arm, c as t d 'C 0 6 at -o 0 m F Step 10 Onra al [anshudbn k comPldta, remove the Wbbb ears from the i P reltle all oumae mthe wbdpw. /f necessary, deanthe boas with a moddebersahtandirearmwalosaustposandoth. 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. a 0 E o e to V c v B £ �, (5 N N co00 35' yV Rt o'�v� DeQi enen a �_Q a�� ~ w W y,` LL .0 W fi Product Approval Submittal Affidavit 00 ji Me Zap~� z a WE m ¢ Building Address: Contractor:L W LL �_LL v3.o o m o Yv mo ZBuilding Permit: Product Design Manufacture Model # Attachment . z < 0 Pressures MethodApproval # _ 1st Choice ROOFING VENTS: m VAIMIXOSENG.COM ❑ ❑ ❑ v M App. IKO Industrues, Ltd !!" W/ 12 GAUGE ROOFING FL7006.1 R-10 (' j z 1- ROOFING UNDERLAYME 1st Choice 2nd Choice Overhead Garage Doors: 1st Choice +30.0/ao.0 2nd Choice +30.0/-32.0 Swing Doors: 1st Choice +67.0/-67.0 T I 2nd Choice +67.0/-s7.o T, 1st Choice +0/d46.3 rinrt f`ksrainca N.A. 1st Choice +40/-50 +40/-50 +50.0/-50.0 Mullions: 1st Choice Fixed Glass: 1st Choice +50.0/-50.0 2nd Choice 3rd Choice Soffit: to _ N 0 IN HEADS. 6 PER SHINGLE. `n z m O ENETRATION THRU SHEATHING £ /� z m N c W Q0 L J Q m O to z o Florida Metal LAM FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL,. c /I `V ¢ Products I a "Off�id a vent" 1" 0 E GE A 4" C. Mq FL21580.1 R•1 $ (W' ) NT: o Wo WOODLAND TYPE II UNDERLAYMENTS-HVHZ UNDERLAYMENT SHALL BE APPLIED AND FL15216 - R3 F �� tpa7a E Q INDUSTRI S INC #30 ASPHALT -SATURATED ORGANIC FELT ATTACHED IN ACCORDANCE WITH FL17206.1 In c .2 (ft) R905.1.1 c to m U ``NE ILL! OO o c « m CLOPAY 73W6 16 x 7 2"x6" P.T. WOOD JAMB WITH FL16546.1 ;a U woo Q�0 73W6 (5) 1/2" DIA. x 8" "J" BOLTS —' ix CLOPAY = a s I'' 8 x 7 FL15279.36 Q m o col Im HERMA TRU-CORP. GLAZED A DAMS HOMES 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3 16" X 3" c BERGLASS DOOR INSWING IAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS FL20461.1 c HE TRU-CORP. FLUSH AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL FL20461.19 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 OUTSWING gE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM FL 461. > OP T& BOTTOM OF INTERSECTIONS AND MIN. 16" D.C. v 3000 GULFBREEZE PARKWAY THEREAFTER. (TYPICAL ALL 4 SIDES) 0GULFBREEZE, FLORIDA 32563 0 INSTALLAITON EASTERNERS ARE GALVANIZED STEEL RO DIVISION LOCATION: The Tapco Group 7" Staggered NAILS 11h" LONG WITH 1/8" DIA. SHANKS &: 8" qC�-i} f1�.�,� $ PORT ST. LUCI E Shakes AT 10' O.C. HORIZONTALLY. EMBEDMENT TO BASEgpAtE45t C z N.A. SHALL BE BEYOND WALL DRESSING f;: � V Job Information: « 3540 SERIES SEE BUCK DETAILS (THIS PAGE FOR UNIT INSTALLATION USE 3 16" TAPCON MI WINDOWS 1 ) / FL 17676.1 R9 a Single Hung (fin) ANCHOR WITH MIN. 1 k" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL MI WINDOWS 3540 SERIES HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS mj Single Hung (flange) OF SUFFICIENT LTH TO PROVIDE 5/8" MIN. EMBED, INTO WOOD BUCK. FL 17676.8 R9 3540 SERIES FOR INSTALLATION THROUGH 2x BUCK USE #8 WOOD SCREW OF MI WINDOWS 3540 SERIES windoSUFFIENT LENGTH TO ACHIEVE 11h" INCH MINIMUM EMBEDMENTPictur�. �4, O IN WOOD SUBSTRATE. , I— M-1926 Verb I � MI WINDOWS ca FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE FL 18504.1 -2 a Mullion 3/16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 11k N M-1926 Horizontal MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM FL 15804.2 O Ln u 'o EDGE DISTANCE .� ,. 0 E +ui a) M o ei N logOj U BLOCK 625 FOR UNIT INSTALLATION USE 3/16° TAPCON ANCHOR 'son N d 3 3 i WINDOWS WITH MIN. 11/4" EMBED. TO ALL FACTORY DESIGNATIONS FL18644.3 R-3CO d WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD a _ BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE Be O J LIJ M 5/8" MIN. EMBED. INTO WOOD BUCK. 0` J ') (/ J W ' ^ LO LE fly v N Model Name /Number: 8" BEADED 1 1 " 1st Choice +55.0/-35.0 KAYCAN LTD /2 NAILS 10 QC. IN OF R N F FL16503.4 R-3 9 ,1%?-0 Hurricane Panels: d m HURRICANE STORM 24" Ga. DIRECT MOUNT. TOP 1/a"-20 MALE .o Plan Issue Date: 46 PSF EXT/ Galvanized PANELMATE W/ FL16293.1 Tuesday, April 28, 2020 1st Choice 46 PSF INT. PANEL MFG. INC. Steel Storm WINGNUTS AT 121h" O.C. BOTTOM /a"-20 SIDEWALK Panels BOLT W/ POWERS CALK -IN rcp KA PROJECT NUMBER: 1 have reviewed the above components of cladding and have approved thtair use in the structure. (Architect or Engineer of record) y 20-3044 Name: Carl A. Brown Certification Number: FI. # 56126 Sheet: ^ _ a. Of: Name: TODD M. BORN Certification Number: FI. # 82126 V` laJ� Name: Luis Pablo Torres Certification Number: A. # 87864 a MATERIAL 0 REFERENCE INFO (PSL) a �_Q a�� ~ w W y,` LL .0 W fi Product Approval Submittal Affidavit 00 ji Me Zap~� z a WE m ¢ Building Address: Contractor:L W LL �_LL v3.o o m o Yv mo ZBuilding Permit: Product Design Manufacture Model # Attachment . z < 0 Pressures MethodApproval # _ 1st Choice ROOFING VENTS: m VAIMIXOSENG.COM ❑ ❑ ❑ v M App. IKO Industrues, Ltd !!" W/ 12 GAUGE ROOFING FL7006.1 R-10 (' j z 1- ROOFING UNDERLAYME 1st Choice 2nd Choice Overhead Garage Doors: 1st Choice +30.0/ao.0 2nd Choice +30.0/-32.0 Swing Doors: 1st Choice +67.0/-67.0 T I 2nd Choice +67.0/-s7.o T, 1st Choice +0/d46.3 rinrt f`ksrainca N.A. 1st Choice +40/-50 +40/-50 +50.0/-50.0 Mullions: 1st Choice Fixed Glass: 1st Choice +50.0/-50.0 2nd Choice 3rd Choice Soffit: to _ N 0 IN HEADS. 6 PER SHINGLE. `n z m O ENETRATION THRU SHEATHING £ /� z m N c W Q0 L J Q m O to z o Florida Metal LAM FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL,. c /I `V ¢ Products I a "Off�id a vent" 1" 0 E GE A 4" C. Mq FL21580.1 R•1 $ (W' ) NT: o Wo WOODLAND TYPE II UNDERLAYMENTS-HVHZ UNDERLAYMENT SHALL BE APPLIED AND FL15216 - R3 F �� tpa7a E Q INDUSTRI S INC #30 ASPHALT -SATURATED ORGANIC FELT ATTACHED IN ACCORDANCE WITH FL17206.1 In c .2 (ft) R905.1.1 c to m U ``NE ILL! OO o c « m CLOPAY 73W6 16 x 7 2"x6" P.T. WOOD JAMB WITH FL16546.1 ;a U woo Q�0 73W6 (5) 1/2" DIA. x 8" "J" BOLTS —' ix CLOPAY = a s I'' 8 x 7 FL15279.36 Q m o col Im HERMA TRU-CORP. GLAZED A DAMS HOMES 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3 16" X 3" c BERGLASS DOOR INSWING IAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS FL20461.1 c HE TRU-CORP. FLUSH AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL FL20461.19 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 OUTSWING gE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM FL 461. > OP T& BOTTOM OF INTERSECTIONS AND MIN. 16" D.C. v 3000 GULFBREEZE PARKWAY THEREAFTER. (TYPICAL ALL 4 SIDES) 0GULFBREEZE, FLORIDA 32563 0 INSTALLAITON EASTERNERS ARE GALVANIZED STEEL RO DIVISION LOCATION: The Tapco Group 7" Staggered NAILS 11h" LONG WITH 1/8" DIA. SHANKS &: 8" qC�-i} f1�.�,� $ PORT ST. LUCI E Shakes AT 10' O.C. HORIZONTALLY. EMBEDMENT TO BASEgpAtE45t C z N.A. SHALL BE BEYOND WALL DRESSING f;: � V Job Information: « 3540 SERIES SEE BUCK DETAILS (THIS PAGE FOR UNIT INSTALLATION USE 3 16" TAPCON MI WINDOWS 1 ) / FL 17676.1 R9 a Single Hung (fin) ANCHOR WITH MIN. 1 k" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL MI WINDOWS 3540 SERIES HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS mj Single Hung (flange) OF SUFFICIENT LTH TO PROVIDE 5/8" MIN. EMBED, INTO WOOD BUCK. FL 17676.8 R9 3540 SERIES FOR INSTALLATION THROUGH 2x BUCK USE #8 WOOD SCREW OF MI WINDOWS 3540 SERIES windoSUFFIENT LENGTH TO ACHIEVE 11h" INCH MINIMUM EMBEDMENTPictur�. �4, O IN WOOD SUBSTRATE. , I— M-1926 Verb I � MI WINDOWS ca FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE FL 18504.1 -2 a Mullion 3/16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 11k N M-1926 Horizontal MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM FL 15804.2 O Ln u 'o EDGE DISTANCE .� ,. 0 E +ui a) M o ei N logOj U BLOCK 625 FOR UNIT INSTALLATION USE 3/16° TAPCON ANCHOR 'son N d 3 3 i WINDOWS WITH MIN. 11/4" EMBED. TO ALL FACTORY DESIGNATIONS FL18644.3 R-3CO d WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD a _ BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE Be O J LIJ M 5/8" MIN. EMBED. INTO WOOD BUCK. 0` J ') (/ J W ' ^ LO LE fly v N Model Name /Number: 8" BEADED 1 1 " 1st Choice +55.0/-35.0 KAYCAN LTD /2 NAILS 10 QC. IN OF R N F FL16503.4 R-3 9 ,1%?-0 Hurricane Panels: d m HURRICANE STORM 24" Ga. DIRECT MOUNT. TOP 1/a"-20 MALE .o Plan Issue Date: 46 PSF EXT/ Galvanized PANELMATE W/ FL16293.1 Tuesday, April 28, 2020 1st Choice 46 PSF INT. PANEL MFG. INC. Steel Storm WINGNUTS AT 121h" O.C. BOTTOM /a"-20 SIDEWALK Panels BOLT W/ POWERS CALK -IN rcp KA PROJECT NUMBER: 1 have reviewed the above components of cladding and have approved thtair use in the structure. (Architect or Engineer of record) y 20-3044 Name: Carl A. Brown Certification Number: FI. # 56126 Sheet: ^ _ a. Of: Name: TODD M. BORN Certification Number: FI. # 82126 V` laJ� Name: Luis Pablo Torres Certification Number: A. # 87864 a MATERIAL 0 REFERENCE INFO (PSL) 1st Choice ROOFING VENTS: m VAIMIXOSENG.COM ❑ ❑ ❑ v M App. IKO Industrues, Ltd !!" W/ 12 GAUGE ROOFING FL7006.1 R-10 (' j z 1- ROOFING UNDERLAYME 1st Choice 2nd Choice Overhead Garage Doors: 1st Choice +30.0/ao.0 2nd Choice +30.0/-32.0 Swing Doors: 1st Choice +67.0/-67.0 T I 2nd Choice +67.0/-s7.o T, 1st Choice +0/d46.3 rinrt f`ksrainca N.A. 1st Choice +40/-50 +40/-50 +50.0/-50.0 Mullions: 1st Choice Fixed Glass: 1st Choice +50.0/-50.0 2nd Choice 3rd Choice Soffit: to _ N 0 IN HEADS. 6 PER SHINGLE. `n z m O ENETRATION THRU SHEATHING £ /� z m N c W Q0 L J Q m O to z o Florida Metal LAM FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL,. c /I `V ¢ Products I a "Off�id a vent" 1" 0 E GE A 4" C. Mq FL21580.1 R•1 $ (W' ) NT: o Wo WOODLAND TYPE II UNDERLAYMENTS-HVHZ UNDERLAYMENT SHALL BE APPLIED AND FL15216 - R3 F �� tpa7a E Q INDUSTRI S INC #30 ASPHALT -SATURATED ORGANIC FELT ATTACHED IN ACCORDANCE WITH FL17206.1 In c .2 (ft) R905.1.1 c to m U ``NE ILL! OO o c « m CLOPAY 73W6 16 x 7 2"x6" P.T. WOOD JAMB WITH FL16546.1 ;a U woo Q�0 73W6 (5) 1/2" DIA. x 8" "J" BOLTS —' ix CLOPAY = a s I'' 8 x 7 FL15279.36 Q m o col Im HERMA TRU-CORP. GLAZED A DAMS HOMES 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3 16" X 3" c BERGLASS DOOR INSWING IAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS FL20461.1 c HE TRU-CORP. FLUSH AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL FL20461.19 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 OUTSWING gE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM FL 461. > OP T& BOTTOM OF INTERSECTIONS AND MIN. 16" D.C. v 3000 GULFBREEZE PARKWAY THEREAFTER. (TYPICAL ALL 4 SIDES) 0GULFBREEZE, FLORIDA 32563 0 INSTALLAITON EASTERNERS ARE GALVANIZED STEEL RO DIVISION LOCATION: The Tapco Group 7" Staggered NAILS 11h" LONG WITH 1/8" DIA. SHANKS &: 8" qC�-i} f1�.�,� $ PORT ST. LUCI E Shakes AT 10' O.C. HORIZONTALLY. EMBEDMENT TO BASEgpAtE45t C z N.A. SHALL BE BEYOND WALL DRESSING f;: � V Job Information: « 3540 SERIES SEE BUCK DETAILS (THIS PAGE FOR UNIT INSTALLATION USE 3 16" TAPCON MI WINDOWS 1 ) / FL 17676.1 R9 a Single Hung (fin) ANCHOR WITH MIN. 1 k" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL MI WINDOWS 3540 SERIES HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS mj Single Hung (flange) OF SUFFICIENT LTH TO PROVIDE 5/8" MIN. EMBED, INTO WOOD BUCK. FL 17676.8 R9 3540 SERIES FOR INSTALLATION THROUGH 2x BUCK USE #8 WOOD SCREW OF MI WINDOWS 3540 SERIES windoSUFFIENT LENGTH TO ACHIEVE 11h" INCH MINIMUM EMBEDMENTPictur�. �4, O IN WOOD SUBSTRATE. , I— M-1926 Verb I � MI WINDOWS ca FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE FL 18504.1 -2 a Mullion 3/16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 11k N M-1926 Horizontal MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM FL 15804.2 O Ln u 'o EDGE DISTANCE .� ,. 0 E +ui a) M o ei N logOj U BLOCK 625 FOR UNIT INSTALLATION USE 3/16° TAPCON ANCHOR 'son N d 3 3 i WINDOWS WITH MIN. 11/4" EMBED. TO ALL FACTORY DESIGNATIONS FL18644.3 R-3CO d WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD a _ BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE Be O J LIJ M 5/8" MIN. EMBED. INTO WOOD BUCK. 0` J ') (/ J W ' ^ LO LE fly v N Model Name /Number: 8" BEADED 1 1 " 1st Choice +55.0/-35.0 KAYCAN LTD /2 NAILS 10 QC. IN OF R N F FL16503.4 R-3 9 ,1%?-0 Hurricane Panels: d m HURRICANE STORM 24" Ga. DIRECT MOUNT. TOP 1/a"-20 MALE .o Plan Issue Date: 46 PSF EXT/ Galvanized PANELMATE W/ FL16293.1 Tuesday, April 28, 2020 1st Choice 46 PSF INT. PANEL MFG. INC. Steel Storm WINGNUTS AT 121h" O.C. BOTTOM /a"-20 SIDEWALK Panels BOLT W/ POWERS CALK -IN rcp KA PROJECT NUMBER: 1 have reviewed the above components of cladding and have approved thtair use in the structure. (Architect or Engineer of record) y 20-3044 Name: Carl A. Brown Certification Number: FI. # 56126 Sheet: ^ _ a. Of: Name: TODD M. BORN Certification Number: FI. # 82126 V` laJ� Name: Luis Pablo Torres Certification Number: A. # 87864 a MATERIAL 0 REFERENCE INFO (PSL) 1st Choice +55.0/-35.0 KAYCAN LTD /2 NAILS 10 QC. IN OF R N F FL16503.4 R-3 9 ,1%?-0 Hurricane Panels: d m HURRICANE STORM 24" Ga. DIRECT MOUNT. TOP 1/a"-20 MALE .o Plan Issue Date: 46 PSF EXT/ Galvanized PANELMATE W/ FL16293.1 Tuesday, April 28, 2020 1st Choice 46 PSF INT. PANEL MFG. INC. Steel Storm WINGNUTS AT 121h" O.C. BOTTOM /a"-20 SIDEWALK Panels BOLT W/ POWERS CALK -IN rcp KA PROJECT NUMBER: 1 have reviewed the above components of cladding and have approved thtair use in the structure. (Architect or Engineer of record) y 20-3044 Name: Carl A. Brown Certification Number: FI. # 56126 Sheet: ^ _ a. Of: Name: TODD M. BORN Certification Number: FI. # 82126 V` laJ� Name: Luis Pablo Torres Certification Number: A. # 87864 a MATERIAL 0 REFERENCE INFO (PSL) MECHANICALLY FASTEN AS FOLD UP WEATHER THESE DETAILS ARE GENERIC AND MEANT TO SHOW FLASHING REQUIREMENTS NECESSARY IN CORNERS THROUGH / RESISTIVE BARRIER & WEATHER RESISTIVE' r, r� ; r SELF -ADHERED FLASHING TEMPORARILY SECURE BARRIER DOOR ROUGH OPENING GENERAL FLASHING AND WATERPROOFING METHODS \r �� I ;J `WEATHER _ TO BE USED, R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior / RESISITIVE WINDOW UNIT wall envelope shall Include flashing as described In Section R703.4. A water -resistive baffler Is described as a material behind an exterior wall covers that is Intended to resist liquid water that has penetrated behind the exterior BARRIER WOOD FRAME CONSTR. q p TAPE s EXTERIOR SELF -ADHERED FLASHING 3/4"-1" BEAD OF CONSTR. SLOPE covering from further Intruding Into the exterior wall assembly. An exterior wall covering Is described as a material or r SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER 0.3 in: 12.0 In SELF -ADHERED FLASHING assembly of materials applied on the exterior side of exterior walls for the purpose of providing a weather -resistive OVER RIM JOISTAND UP THRESHOLD OF DOOR AND RETURN (0.6 cm : 30.5 cm) barrier, insulation, or for aesthetics, Including but not limited to, veneers, siding, exterior insulation and finish systems, WALL BY 61N. UP JAMB 6". USE LIQUID NAIL BRAND PRODUCTS DETAILS architectural trim and embellishments such as cornices, soffits, and fascias. tAssEne�"wi""owI OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 WEATHER SELF -ADHERED FLASHING EXTERIOR for Type 1 felt or Other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls, Such RESISITIVE CEMT. FIN. TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 Inches BARRIER SEAL TOPS of JOISTS !! ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 (51 Front). Where joints occur, felt shall be lapped not less than 6 Inches (152 mm). The felt or other approved material UNDER DECKING �I I��� shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the (SEE DETAIL WP07 ( I ° SUBFLOOR m requirements of the exterior wall envelope as described in Section R703.1.� SELF -ADHERED FLASHING o HEAD FLASHING TIE-IN INSTRUXTIONS: WIRE LATH R703.7.3 Water -resistive barriers shall be installed as required In Section R703.2 and, where applied over wood-basedd/ Detail Instructions sheathing, shalt Include a water resistive vapor -permeable barrier with a performance st least equivalent to two layers of 1. Cut, fold up & temporarily secure weather . RIM JOIST Grade D paper. The Individual layers shall be Installed Independently such that each layer provides a separate 8 resistive barrier above header to allow for flashing installation Refer to the number marked as 'IV 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 2. Self -adhered flashing plus head flashing under weather numbered Items In the list Of Instructions below: border Is directed between the layers. BUILDING Y resistive barrier PAPER 1. Install self -adhered flashing in order as shown by numbers ° 3. Fold weather resistive barrier back over head flashing and 1 Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to `o seal with tape 2. Install flashing and weather resistive barrier to form water shedding laps or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially 22 O 3. Self -adhered flashing can be substituted for building paper nonwater-absorbing layer or designed drainage space. € 4. Split the release paper using the ripcord (Split release on demand, R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion In a manner to prevent entry of Cc Scale: NTS embedded in the adhesive layer) - for ease of installation and to minimize water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING g P -' FLANGED WINDOW W P O W P O FWP03 Scoring cuts used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the 3 FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER 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 NS or greater for proper joint adhere to substrate using a square piece of flashing material (6" x 6" expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant, x !, Fluid -applied membranes used as flashing In exterior walls shall comply with AAMA 714. The flashing shall extend to the EXTERIOR SHEATHING RUBBERIZED RUBBERIZED ASPHALT Minimum) surface of the exterior wall finish. Approved corrosion resistant flashings shall be Installed at the following locations: $ tNff It IB/ EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED ASPHALT ADHESIVE 6. Fold as shown by arrows s a��°, O Top ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD ADHESIVE 1, Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the L Qua ` ' FiR�/ THRESHOLD OF DOOR AND RETURN FLASHING, SEE SELF -ADHERED FLASHING 7. Angle of comer may vary, adjust folding of the flashing accordingly to fit exterior wall finish or to the water -resistive barrier corn 6 • • S • ° :'I' 'i UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW tight to corner plying with Section 703.2 for subsequent drainage. •3 �� • �G ,� REFER TO TECHNICAL SEE DETAIL WP01) g Mechanically } OR EQUAL WEATHER PROOF CAULKING ( y attached flexible fleshings shall comply with AAMA 712. Flashing at exterior window and door openings >74 8. Mechanicallyfasten as necessary : 6 LETTER ON CHEMICAL SCORED ry shall be installed In accordance with one or more of the following: , No 6 COMPATIBILITY p ' RELEASE PAPER E 1.1 The fenestration manufacturer's Installation and flashing Instructions, or for applications not addressed In the * • o SELF -ADHERED SELF -ADHERED FLASHING, ` �r L (BEFORE FOLDING, SCORE fenestration manufacturer's instructions, In accordance with the flashing manufacturer's Instructions. Where E_ : Or - FLASHING RELEASE PAPER TO EXPOSE FLASHING EXTEND A MINIMUM 6° ADHESIVE AS SHOWN) flashing instructions or details are not provided, pan flashing shall be Installed at the sill Of exterior window and -'' S �� Y' VERTICALLY FROM door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the =° TTHRESHOLD exterior wall finish or to the water resistive border for subsequent drainage. Openings using pan flashing shall a ' MECHANICALLY FASTEN AS incorporate flashing or protection at the head and sides. �>� j • rJ,'*� a' NECESSARY IN CORNERS THROUGH ',�Y4`rT7f I;4W. a SECTION -A SELF -ADHERED FLASHING 1.2. In accordance with the flashing design or method of a registered design professional. '_ 'f0O (SEE DETAIL WP02) 1.3. In accordance with other approved methods. t iv SELF -ADHERED 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or 0 F FLASHING O+ \ 2 FMA/AAMA/WDMA 400. '8 v U J ' 2. At the intersection of chimneys or other masonry construction with frame or stucco wails, with projecting lips on both SELF -ADHERED FLASHING rJ sides under stucco copings. 2 NAILING FLANGE 1 m G 4 3. Under and at the ends of masonry, wood or metal copings and sills. a 2 SEAL TOPS OF JOISTS 1 DO NOT FLASH OVER 6 4. Continuously above all protecting wood trim. UNDER DECKING BOTTOM NAILING 8 (SEE DETAIL WP07) 2 7 0 FLANGE S. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. m g w g 0 a d I- ul go SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING S. At wall and roof Intersections. H .fi E 'm e Q 8 8 x WP04 EXTERIOR DOOR WITH DECK WP05 WP06 d E ng� HALF ROUND WINDOW INSIDE CORNER 7. At built-in gutters. s d B 0 m m a z p wE. Giboa ul � E. fs "'`oM' a. SELF -ADHERED FLASHING r'o)? t6 8e',Q 2`oav¢a' z 0 DECK PROTECTOR '-• 8 a N o of " SHEATHING"�•7/8' Cement Plaster Y W c$ r d m m a m 1 7/8"Cement Plaster ��y8 2��m a : a t in accordance with s� E gLL 0 a $ in accordance with „ ' 8 e to ASTMC926 ASTMC926 a a o .. SELF -ADHERED - 2 sus W LL O ~ J FLASHING PATCH ^' ' ,°-' NAw4.FDSENG.COIA ❑ ❑ ❑ k r, r" Felt backed metal Felt backed metal $ r lathe in accordance lathe in accordance ° 0 M SELF -ADHERED FLASHING `•''` with ASTMC1063 @ Z of i with ASTMC1063 ; ` DECK PROTECTOR " F., - - m o Building Paper Building Paper z N '', nD ¢ a¢ ,r 7/16" O.S.B. , 7/16" O.S.B. Y of / DOUBLE ,_� '.�,��� sheathing ��. sheathing i SINGLE JOIST ': ; ' m �+ / Z JOIST SELF -ADHERED FLASHING , Metal Keep top edge to o U < SELF -ADHERED FLASHING 1 ' - Flashing Of weep screed % y 2 di 2 " blobkowtopof 31/2_i w r `� o E 3" MIN Unperforated E � )U - I _uea 4 Flange 7/8" Vulcum z W c ro ` O 5 Weep Screed cauk bottom o �N oa joint only tp F U N E Maintain - �. Bottom of Metal Flashing H w ° o 3-1/2" Unperforated o cc o SELF -ADHERED FLASHING % SELF -ADHERED FLASHING D Q APPLYA LIQUID FLASHING TO THE MASONRY OPENING (HEAD, JAMB, SILL IN Q Weep Screed � '® = o r` N IWP O/ W 1 O V ) W P O aJ Flange 7/8" Weep Screed U N o ,° o 1H0.8362x;DECK JOIST OUTSIDE CORNER ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE 1 1/2" to o ® c a v m D INSTALLATION OF THE BUCKIRECEPTOR. Above Roof 1/2" Cementitious 'y ¢ °�' o m Sheathing Decorative Finish v _ ® DAMS HOMES 5 • • A All inside and IBM EXTERIOR outside corner will ro FLORIDA CONTRACTORS LICENSE NO. CRO1330146 CEMT. FIN. WINDOW UNIT ° need to be miter Cement Plaster 3000 GULFBREEZE PARKWAY BUILDING PAPER in accordance o o cbutt joints ut and caulked all a GULFBREEZE FLORIDA 32563 SLOPE becaulkednuseingo v r SLOPE with ASTMC926 DIVISION LOCATION: SLOPE 0.3 in: 12.0 0.3 in : 12.0 in over wood 2nd Vulcum caulk for all PORT ST. LUCI E 0.3 in: 1 in (0.6 cm : 30 30.5 cm) (0.6 cm: 30.5 cm) floor m a 5m s (0.6 cm : 30 30.5 cm) ow Jab Information: CODE SELF -ADHERED FLASHING ST. LUCIE COI,,: b0 WIRE LATH a SELF -ADHERED FLASHING �- EXTERIOR r LJ� CEMT. FIN. a BUILDING PAPER O WIRE LATH _o 1/2" Cement SELF -ADHERED FLASHING O Plaster FinishLO d WIRE LATH Block 1 w w Y a 2 112" Perforated ~ W m •o. Flange 1/2" Weep § -I (7 > BUILDING PAPER cN '1 3 J 4)BUILDING PAPER 'Cement o• Screed o , PlHaster () m oD a over block EXTERIOR lstfloor o O J LV = LL N Jm(nU) WINDOW UNIT CEMT. FIN. Slab Install bottom Model Name / Number: edge of weep screed 1" below 1i20 finish floor cPlan Issue Date: N Tuesday, OPTIONAL DETAIL 2 2 v KA PROJECT NUMBER: O Note: The building paper and metal lath x 20-3044 ♦ SELF -ADHERED FLASHING SELF -ADHERED FLASHING must be installed over the top of �� WEEP SCREED DETAIL Sheet: Of: SELF -ADHERED FLASHING W P 1 O CEMT. FINISH WINDOW SILL W P 11 CEMT. FINISH PARAPET WALL y y P 1 2 the weep screed. SCALE: NOT TO SCALE N W P CEMT. FINISH WINDOW HEAD L a WATER PROOF DETAILS t Afi C S 7 7550 Hidden Hammock Ln Hero Beach, FL 32966 Phone: 772.800.8413 vickilynne @aircaIcs, co uon®riv ���b 1" _ p r 0 Z - Z M n 0 ,� m Scale: 1 : 92 Page 1 Right-Suitee Universal 2019 19.0.19 RSU27054 2020-May-2014:21:49 .,11A0368 Lugo St Adams Homes, rup