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HomeMy WebLinkAboutBuilding PlansT IT II"I ®1 IVVe NOTES: STRUCK' 1 IA INDEX °' DR INNS R318.1 CAST IN PLACE CONCRETE CODE CRITERIA SHT NO: TITLE_ TICIDES INCLUDING SO IL APPLI ED PES TICIDES E PROTECTION SHALL BE PROVIDED BY REG ISTERED 7ERM1 TERMITE SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE 1. ALL CONCRETE SHALL HAVE A MINIM UM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5" FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL BARING PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, PLUS OR MINUS 1", AND HAVE 2 TO 5%AIR ENTRAINMEI T, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. FLORIDA FIRE PREVENTION CODE 7TH EDITION (2020) REGISTERED TERMITICIDE). UPON COMPLETION OFTHE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS FOOTING BARS SHALL BE BENT 25". AROUN FALL TOP BARS OF. BEAMS. ) CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. FLORIDA BUILDING CODE ACCESSIBILITY 7TH EDITION (2020) RESIDENTIAL CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST 3. HORIZONTAL NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE RULES 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH 0 5.. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-106. 1 1/2" TO FORM U.N.O. SS IRE WITHIN A/ A1064M. WWF SHALL BE LAPPED AT LEAST B" AND CONTAIN AT LEAST ONE CROSS W BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318-14) - TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE AND TIES SHALL BE TO BE MIN .75 LEIS OF FIBER PER CUBIC YARD. NEWDOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM 615, ASTM A70E SPECIFICATIONS FOR STRUCTURAL CONCRETE (ACI 301.16) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) ���T�� 6. ALL REINFORCING STEEL / STIRRUPS OR ASTMA 996 GRADE 40 U.N.O. REINFORCING FOR FO( TING SHALL BE SUPPORTED ON PRECAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS, TOP NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2018 EDITION. NOTES. REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY WOOD FRAMED CONSTRUCTION MANUAL 2018 EDITION 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR" USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTI(VG REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON APA PLYWOOD DESIGN SPECIFICATION E30-16 PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE LINTEL PLAN PAGE. AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE 7-16 WITH THE BUILDING DEPARTMENT 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING A HESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT ALUMINUM DESIGN MANUAL-AAF20 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF R CORD FOR WRITTEN APPROVAL. 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON G kS PREVALENT AREAS, APPENDIX "F' OF THE FLORIDA BUILDING CODE 7th. EDITION (2020) IS TO 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 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN T PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED ESE AREAS 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 CONST. WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEK AT, GRADE IN, TYPE 2, CONFORMING TO ASTM C90-014, WITH A MINIMUM NET COMPRESSIVE (B) LOCAL STATE AND FEDERAL BODIES R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C926 AND ASTM C1063, OR ASTM C1787 STRENGTH OF 2000 PSI ( f'm = 2000 PSI) 2, MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C 70-14A. DEFLECTION CRITERIA AND THE PROVISIONS OF THIS CODE. 3. COARSE GROUT SHALL CONFORM TO ASTM C47640 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS R703.7.1 LATH. OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONR) 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. AS. NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. ROOF TRUSSES* LL/360 TL/240 COMMMENTS LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE 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 10FT, ROOF RAFTERS LL/180 TL./120 LATH SHALL BE ATTACHED WITH 1-1/2' LONG, 11 GAGE NAILS HAVING A 7/16" HEAD, OR 1-1/2" LONG, 16 GAGE WHICH EVER IS LESS. REINFORCING SHALL BE PLACED I N THE CENTER OF THE MASONRY CELL WITH MIN 1/2"CLEARANCE TO INSIDE FACE. ROOF RAFTERS (W/O CLG) BEAMS ** LL/360 LL/360 TL/240 TL/240 STAPLES, SPACED IN ACCORDANCE WITH ASTM C1063 OR C1787, OR AS OTHERWISE APPROVED. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS 5 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. FLOOR TRUSSES/ FLOOR ]-JOIST*** LL/480 TL/240 7. .GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAN. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF R703.7.2 PLASTER. GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. *TL. MAX 2" UP TO 4OFT SPAN PLASTERING WITH CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED OVER ANY TYPE OF 8, TEMPORARY BRACING AND SHORING OF WALL TO PROVI E STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR **TL MAX 3/4" CODE -APPROVED LATH AND SHALL. BE NOT LESS THAN TWO COATS WHERE DIRECTLY APPLIED OVER MASONRY, 9; TYPICAL FILLED CELL REINFORCING SIZE AND SPACING HALL'' BE ABOVE AND BELOW ALL WALL OPENINGS. *** TL MAX 1/2" CONCRETE, CLAY BRICK, STONE, OR TILE. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER OR OTHER 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. FACING MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PEP CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL GENERAL ROOF LOADING TOTAL THICKNESS IS AS SET IN TABLE R702.1(1). CEMENT PLASTER SHALL BE IN ACCORDANCE WITH ASTM G926 AND MATERIAL SHALL BE IN ACCORDANCE WITH ONE SHINGLE METAL TILE. HEAVY OF THE TYPES LISTED IN R703.7.2. WOOD CONSTRUCTION ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SH END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN EAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (I.E BLOCKING OR GABLE R DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL TOP CHORD LL CHORD DL 27 7 27 7 20 16 20 25 R703.7.3 WATER -RESISTIVE BARRIERS. E INSTALLED AS REQUIRED.IN SECTION R703.2 AND, WHERE APPLIED OVER WATER -RESISTIVE BARRIERS SHALL 8TOP WOOD -BASED SHEATHING, SHALL INCLUDE A WATER RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE SHALL BE USED: AT A MINIMUM, ALL WOOD STRUCTUR ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR L FRAMING MEMBERS SHALL BE S.P.F. #2. DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND BOTTOM CHORD LL* 0 0 0 0. AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING 2-. FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS BOTTOM CHORD DL 10 10 10 10' INDEPENDENTLY (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT ALL HOLES OVER 1" IN DIA.: FOR PLUMBING LINES, HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA- SHALL HAVE STUD PROTECTION ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. TOTAL (PSF) 37 37 45 55. DIRECTED BETWEEN THE LAYERS SHIELDS. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BOTTOM CHORD LL (OPT) VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, ATTICS W/ LIMITED STORAGE 20 R703.2 WATER -RESISTIVE BARRIER. ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM 0226 FOR TYPE 1 - CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS WOOD OR WOOD IN CONTACT WITH EART STEEL FASTENERS. DOT SODIUM BORATE (SEX) DOES NOT. OR CONCRETE TO BE PRESSURE TREATED. ATTICS W/ HEAVY STORAGE 50 FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL 15 FELT SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER 5. ALL EXPOSED 6.. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS * ATTICS W/ NO STORAGE 10 EXTERIOR WALLS. NO. ASPHALT THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 WITHOUT WOODEN TOP PLATES. (NON -CONCURRENT) NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN INCHES. OTHER APPROVED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE BARRIER 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERN LUMBER TO HAVE THE FOLLOWING MIN S. VALUES U.N.O. MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO. 15 ASPHALT FELT OR OTHER APPROVED WATER -RESISTIVE TERMINATED AT PENETRATIONS AND ERMIN SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMIN 8. ALL ENGINEERING PARALLAM COLUMNS: 1.81E Fb = 2400 PSI MICR LAM (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24FV5 LAYUP 1.7E Fb=24OD PSI MIN. APPROVAL FROM FOR OR INDICATED ON PLAN . BARRIER MATERIAL BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR ALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: DESCRIBED IN SECTION R703.1. - ROOF DECK: PLYWOOD C-C/CEXTERIOR OR OSB GROUP 1 APA RATED (48/ FLOOR SHEATHING; T&G AC GROUP 4) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. GENERAL FLOOR LOADING R703.4FLASHING. ED MEMBRANES AND MECHANICALLY ATTACHED WALL SHEATHING: PACE STRUCTURAL 1 EDB EXPOSURE A MINIMUM 1/8"SPACE IS RECOMMENDED BETWEEN PANELS ' 5 32" RATED OSB EXPOSURE 1 1 OR 1 / AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL TOP CHORD LL 40 (PSF) COMMMENTS: 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS S-4 DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS M-1 HVAC APPROVED METAL FLASHING, VINYL FLASHING, SELFADHER FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. TOP CHORD DL 10 (PSF) A INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING BOTTOMCHORD LL 0 (PSF) SEE FLOOR PLAN FOR ACTUAL PRESSURES SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED PRE ENGINEERED WOOD TRUSSES BOTTOM CHORD DL 5 (PSF) IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATIPN OF WATER TO THE 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITHMURRICANE CLIPS OR ANCHORS PER BUILDING STRUCTURAL FRAMING COMPONENTS. T SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION. STRUCTURAL PLAN PRODUCTS SHALL BE SEALED. AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS SPECIAL FLOOR LOADING 800 OR ASTM C920 CLASS 25 GRADE INS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. C1281, AAMA-812. OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO GAME ROOM 60 (PSF) COMMMENTS: MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714, THE FLASHING SHALL EXTEND WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. BALCONIES/ DECKS 40 (PSF) TO THE SURFACE OF THE EXTERIOR WALL FINISH. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. BALCONIES OVER 100 SQ:FT 100 (PSF) APPROVED FLASHI VGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS.5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY LIGHT STORAGE 125 (PSF) • EXTERIOR WINDOW/DOOR OPENINGS. THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. LIBRARIES • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME WALLS. 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. READING ROOMS 60 (PSF) • UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 7.- PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. STACK ROOMS 150. (PSF) • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE; CONNECTIONS, TRUSS LOCATIONS, • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TOA WALL OR FLOOR ASSEMBLY OF WOOD -FRAME AND PERMANENT BRACING AND/OR BRIDGING AS REQUI ED FOR ERECTION AND FOR THE PERMANENTSTRUCTURE. EACH SUBMITTAL SHALL BE SIGNED GUARD RAIL HAND RAILS(d) 200 (PSF) CONSTRUCTION. AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENNNGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. GUARD RAILS IN FILLCOMP. (f) 50 (PSF) • N WALL AND ROOF INTERSECTION. $. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) • AT WA BUILT-IN GUTTERS. SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPSTAIRSING ROOM 40 (PSF) UPLIFT CONNECTORS FOOT NOTES d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED THE TOR TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD f. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR MORE INFO. HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: / 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1 2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS.. It Is the Intent of Deslgner/Engineer Ilsted in the tltleblock of these ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. documents that these documents be accurate, providingn Licensed PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN., Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcon tractors are required to 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG #5 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. p � THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMEN,EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE ) MIXED PER THE MFGR'S 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE review all the information contained in these documents, prior to INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS;q{LROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 7TH EDITION (2020) RESIDENTIAL, the commencement of any work. The Designer/Engineer are not PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY CONTROL OF CONSTRUCTION SITE: responsible for any plan errors, omis5ions,or misinterpretations " DURING BOND BEAM POUR. undetected and not reported to the Designer / Engineer prior to 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 ERT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT( BAR DOES NOT HAVE TO BE CONT. HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE 1N ANY MANNER FOR CONTROL OF THE construction. All construction MUST be in accordance to the KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (FOR) information found in these documents. Any questions regarding the TO FOOTING). ,� CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE information found in these plans should be directed to our Quality A 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM15 TWIST STRAP W/ (4) x 2 An TITENS TO 7 0 . IF CORNER STRAP IS RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF; FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE Assurance Manager immediately. No backcharges will be considered .MASONRY AND ACTO d NAILS TO TRUSS FOR UPLIFTS HGA LESS THAN /4" LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1 2 #) TO PROTECT WITHOUT LIMITATION, THE RESIDENCE; CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE; MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 1 1/2" SIDS SCREWS AND (5) 1j4" x 2 1/4" TITENS ONE EACH SIDE OF TRUSS. PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED TO, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER for reimbursement approval Designer/Engineer without advanced 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. notification and approval by the Designer/Engineer. NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE Payments will be made In accordance to the terms of the agreement MISSED, CONTACT THE FOR FOR SUBSTITUTION. CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 21�D FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26). SEE FBCR(CURRENT VERSION) FOR COMPLETE CODE INFORMATION. 16d. x 2-1/2" NAILS AND 5/8" ANCHOR BOLT SET IN. SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND. MIN 3" EDGE DISTANCE. CONTACT FOR IF STRAPS ARE MISSED. UNDER GIRDER JAMB STUD LOCAITIONS. MASTERVISIONS DATE DESCRIPTION .DAMS HOMES - �pFOR Of Northwest Florida REE GOtA ov -rE GOD UG1E G OOO GULFBREEZE PARKWAY GULFBREEZE9 FLORMA 33225 3 �cOpY Flu820 WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK. CATEGORY'. II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.1S NOTE: MEAN ROOF HEIG FOR TYPICAL SINGLE STORY. HOME IS 15FT, AND FOR 2 STORY HOME IS 3 FT ASCE 7-16 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 4 O (+) 27.6I + 27.6 ( )(-) 10 29.9' (-) 37.0 (A-) 26.5'.. (+) 26.5 20 28.8 (-) 34.424.8. Qj� (+) 24.850 27.11 (•) 31.1 (+) 23.425.7 100 ,23.4 (-) 28.8 GARAGE DOORS* SOFFIT DIAGRAM 9'•O" X 7-0" 16 -0" x 7'-0" (-) 51.3 (+j 24.3 (+) 23.31, GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 T GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS NLY 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. `owreeT� 4. 0 o�d gQ''•'GiJSE' �i A \� ovv 8oA•. •� Fu (tlQll 11111'��` N tp m v o Ln a5 �gg `o i A W y OD ik ik ii ww 2- 2 - N z W r M O 2 o m m LL a r a�Yi 2�i 2q9 W U J y g ❑ ❑ ❑ wVNJ.FDsmacm13 Z O Z N 0 Z N N , n- Z nN me w00 F- w Lry cy Lna� �I U - N E m P' rLr N Q N O h9 /. W i DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Jab Information: O LLJ 0 �m 1 j _ M a WM.o OJ.w T Model Name / Number: 1820 ® I Plan Issue Date: Thursday, April 15, 2021 KA PROJECT NUMBER: 21-3955 Sheet: I Of: COVER SHEET 30 BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT MARK SPACING TOP BOTTOM SPECIES CAP.(pl0 NO BW1 16" (2).16d TOENAILS (2)led TOENAILS SPF UPLIFT BW2 16" SP2 W/ (6)-106 SP1 W/ (e}10d SPF 402 STUD, (6) 10d PLATE STUD, (4)10d PLATE BW3 16" (2) 5P2 W/ (6) 10d (2) SP7 W/ (6) 10d SPF 803 s7UD, 6 1 d PLATE STUD, 4 10d PLATE NO BW4 16" (2) 16d TOENAILS (2) led TOENAILS SYP UPLIFT BW5 SP2 W/ (6)-10d SP1 W/ (B-10d 16" STUD 6 Add PLATE STUD 4110tl PLATE SYP 439 BW6 16" (2) SP2 W/ (a) 10d SP7 W/ (6)-10d SYP 678 STUD 6 10d PLATE STUD, 4 1Od PLATE NO BW7 12" (2) led TOENAILS (2)16d TOENAILS SPF UPLIFT BWS SP2 W/ (6}101 SP1 W/ (6),loa SPF 12 STUD,(8) 100 PLATE STUD,(4) 10tl PLATE BW9 12" S2T D?6)10d)PLATE STUD, (4)10d LATE SPF 1070 BW10 J2" (2)16d TOENAILS (2) 16dTOENAILS SYP 0 BW11 SP2 W/ (6}10d SP1 w/ (B-10d 12" STUD, (6) 10d PLATE STUD, 4) Ind PLATE SYP 585 BW,121 (2) SP2 W/ IS) 10' SP1 W/ (6)-10d 12" STUD, (6) 100 PLATE STUD, (4) SOd PLATE SYP 1170 BW13 NOT USED /---DOUBLE 2x TOP PLATE TOP OF WALL. nta SEE PLAN --MASONRYWALLOR ICF WALL, SEE PLAN 2x STUDS PER DOUBLE Zx HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WFO9/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL 03/SS FOR INDICATED ABEE MS ABOVE WITH ERG WALL 03/SO NO UPLIFT CONNECTORS MASONRY WALL INDICATED IN WPO9 CAN CONNECTION INFO BE IGNORED. 2x MID -SPAN BLOCKING CONNECTORS W/ (2)12d TOENAILS 0 TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN 8'-0" SCHEDULE ABOVE F.F. SEE FOUNDATION PLAN FOR MORE 2x P.T. W/ 1/2" A:a 0 32 O C W/ 7" INFO EMBEDMENT OR 1/2" A.T.R. W/ SIMPSON SET W/ SW= SH EARWALL MIN. 7" EMBEDMENT PAST STEP DOWN. REQUIRES MIN ALT.: SIMPSON 1/2" TITEN HD 0 32" O.C. T/18" APLYW'D W/ SAME EMBEDMENT W/Sit NAILILS AT 4"oc SEE GENERAL NOTE#8 B.B.G.WALL DETAIL IN FIELD AND EDGE. GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED UNO. 2, ALL STRUCTURAL LUMBER TO BE SYP 91 OR SPF 02 UNO ON PLAN. 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. SP4, SPB AND BPS CONNECT ORS CAN BE SUBSTITUTED IN PLACE FOR THE SP1 AND SP2 INDICATED IN SCHEDULE ABOVE 6 IF aw,, IS INDICATED ON SECOND FLOOR 13ASE 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. 7/15" OSS PLYWOOD W/ Sd 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 8. IFTHE BEARING WALL IS INDICATED WITH THE DWI. BW4, BW7, BW1O THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARETOE 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. SPI/SP2.13RIVE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD. 30d- 0.148" DIA. x3" LONG COLUMN SCHEDULE MARK COLUMN SIZE.. (BASE) CONN. & FASTENER UPLIFT(Lb) C1 (3)2 x4#2 SPF. (4)-led TOENAILS 0 DMZ W/ 1/2" WEDGE C2 (3) 2 x 4 #2 SPF ANCHOR" & (8) 1/4" X 11/2" 2145 SDS SCREWS Cis 1 (3) 2 x 4 SYP #1 OR (4) - led TOENAILS '0 DTT2Z W/ 1/2' WEDGE 2L45 (4) 2 x 4 SPF *2 ANCHOR* & (8) 1/4" X 11/2" SDS SCREWS 4 x4PT.#2 ABU44 W/5/8"ATR- * G=6685 C5 SYP POST & (12) - led NAILS U 2200 = C6 6 x 6 P.T. #2 ABU66 W/ 5/8" ATR** G -12000 SYP POST & (12) -10d NAILS U - 2300 CT 8x 8 P.T.#2 ABU88 W/(2)-5/8"ATR** G=24335 SYP POST & (18).16d NAILS U =2320 3.5X3,5 P.L. HDU5SDS2-5 W/ (14) 1/4' x C8 1.8E Fb=2400 PSI 2 1./2" SDS WS & 5/8' EPDXY 5645 (WOLMANIZED IF EXT.) ANCHOR, OR ATR** 3.5 x 5.25 P.L. HDU68D82.5 W/ (14)1/4" x C9 ISE Pb=2400 PSI 21/2' SDS WS & 5/8" EXOPY 5645 WOLMANIZED IF EXT. ANCHOR, OR ATR** 3.5x 7 P.L. HDU8 SDS2.5 W/ (20) 1/4" x C10 1.8E Fb=24DO PSI 2 1/2' SOS WS & 7/8' EPDXY 6970 (WOLMANIZED IF EXT.( ANCHOR OR ATR*** F5.25 x 5.25 P.L. HDU&SD32.5 W/ (20)1/4' x C]1 1.8E Fb-2400 PSI 21/2" SDS WS & 7/8" EPDXY 7870 (WOLMANIZED IF EXT.I ANCHOR, OR ATR**- 7 x 7 P.L. HDU85O52.5 W/ (20) 1/4" x 1.8E Fb-2400 PSI 21/2" SOS WS & 7/8" EPDXY 7870 C32 WOLMANIZED.IF EXT. ANCHOR ORATR*** GENERAL COLUMN NOTES 1. SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH LINO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 LINO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL WF37/S3 4. MINIMUM BOLT EMBEDMENT; 5" EMBEDMENT FOR 1/2" ATR G" EMBEDMENT FOR 5/6" ATR W EMBEDMENT FOR 7/8' ATR S. IF (0) COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) e. SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7, SAME NOMINALSIZE PARALLAM COLUMNS (LSE) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL DIM / LENGTH PNEUMATIC GUN COMMON W- GUN APPUCATION NAIL VIA -LENGTH NAIL SPACING 8d 0.131" X 21h" 0.131' X 2'h" SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS SOtl OR 12tl 0.148' X 3" 0.131• X 3" SEE PLAN BLOCKING & TOE 0.148" X 3 M" 0-131" X 3'4" NAILS & TOP PLA 12d 0.Ua,, X 3 W 0.131" X 3'A- 8" O.C.(COMMON) STUD WALL 6" O.C. GUN NAIL CORNERS lod 0.148" X 3" 0.131" X 3' 8" O.C.(OOMMON) STUD PACK 6" O.C. GUN NAIL COLUMNS Ied 0,131-X34A" (2)160(COMMON) SEE PLAN (3) 16D ( GUN NAILS) HEADER SCHEDULE MARK HEADER SIZE REMARKS GENERAL HEADER NOTE #5 Hi VW 12x F TP C LATE THIS SHEET (2) - 2X8#2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET (2) - 2X10 #2 SYP SEE GENERAL HEADER NOTE #5 His W/ 1/2' FLITCH PLATE THIS SHEET (2) - 2X12 #2 SYP SEE GENERAL HEADER NOTE #5 H4 W/ 1/2" FLITCH PLATE THIS SHEET (3)-13WX 111/4 ATTACH TOGETHER WI(2)ROWS 1/4"X 31/2 H5 LVL 2.0E Fb=2600 PSI SOS WD SCREWS @ 18' O.C. TYP. EACH SIDE (2)-1314"X9114 ATTACH TOGETHER WI(3) ROWS 1W X 3117 H6 LVL 2,0E Fb=2600 PSI SOS WD SCREWS @ 18" O.C. TYP. EACH S1DE HEADER SUPPORT NO. OF JACKS& STUDS REQ. AT OPENINGS 2x4 WALL 2x6 OR 2x8 WALL OPENING SIZE JACKS KINGS JACKS KINGS EA. END EA. END EA. END EA END 11 A' . 3'-11" (1) (2) (1) (2) 4 0' - 9'-0" (2) l3) (2) (2) (3) (4) 13) (4) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE list FLOOR SEE PLAN FOR BEARING WALL. TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS UNO ON PLAN 3. IF. HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/S3 5. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12" c.c. ALONG EACH EDGE OR (3) ROWS IF 2YiO OR LARGER. 6, FASTEN ALL HEADERS TO KING STUDS WITH (3) 12d TOENAILS PER SIDE 7, IF HEADER IS NOT SPECIFIED CONTACT E.O.R. BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS (2) - 2 x8 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) M1 FLITCH PLATE. NAIL SIMPSON LSTA18 DR 2) BEAM TOGETHER USING BEAM HTS20 TO WOOD POST 2- ROWS OF 12". OR (2) SIMPSON CMU AC SIDENAILS D.C. TYP EACH SIDE COL. U N-0. ON ROOF PLAN.. (2)- 2 x 10 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) SIMPSON LSTA24 OR (2) BM 058 FLITCH PLATE. NAIL SIMPSON HTS20 TO WOOD POST SEW USING (2) ROWS OF 12d NAILS 012" OR (2) SIMPSON HETA16 TO CMU 0 C. TYP EACHSIDE COL U.N.O. ON ROOF PLAN. (2) - 2 x 12 #2 SYP W/ 7/16' CONNECTION: PROVIDE (2) M OSB FLITCH PLATE, NAIL SIMPSON LSTA24 OR (2) SIMPSON HTS20 TO WOOD POST BEAM TOGETHER USING (2) ROWS OF 12tl 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 11 I/4" LVL CONNECTION: PROVIDE (2) 2.0E FL=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 016" O.C. TYP. COL U.N.O. ON ROOF PLAN. EACH SIDE. (11-13/4" 4111/11' LVL 2.0E Fb-2500 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M TOGETHER USING (2) ROWS SIMPSONILSTA24 OR (2) SIMPSON HTS20 TO WOOD POST 1/4" x31/2" SDS WOOD OR (2) SIMPSON HETAl6 TO CMU SCREWS 016' O.C. TYP. COL U.N.O. ON ROOF PLAN. EACH SIDE (2) -1 3/4' x Is- LVL 2.0E TEPSI. NAIL BEAM CONNECTION: PROVIDE (2) M R USING (2) ROWS TOGETHER SIMPSON LSTA24 OR (2) SIMPSON HTS20 TO WOOD POST 1/4" x 31/2" SDS WOOD SCREWS 016" O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. GENERAL BEAM NOTES 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN. 4- BEARING EACH END) 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS S. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANYWAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. �-B 4'-10" 25 SH r � � ' �' • = ❑IC]I � IICIIIIIIIIII7111111111� uallClll�ll'1I11111111CI1111iI111111C1 BFQBOOM #2 - 1VAULTED CEILINGly CO ININE F F - .� O v) w I AT BASE PLATE ' ATTACHMENTS W d Y BATH w" N o � " � o I I OET BRG. WALL wa � � ; 2 � 2 O N W N M I I DETAIL d W N VAULTED CLG W m rn 1 I 00 tick 568 2008 I� Goa R MIL)M 0 MEr; I 10' CEILING ry M o 2668 I= �* .I.I Y 2x6 WALL -'VTR Lo o 10' CLG. I r OD ------------------------ CO 1R // 1SH BEDROOM #34 N I I O VAULTED CEILING I I *H q I 4,-0„ 13,-4. pp OWNR 0 -4„ 9,-4„ v LL X� Zp NU a 3X5 3'-5" BATH U N Z z s ZN 01• - J „ F.G. VAULTED LG, SHWR , N a 5068 36" FLAT BAR - 8CLG. c"+ O r .\ TOP ON 341fz" dQ w x° ----- ----- I . . ---- WALL n •. A/C m Ui W i i+1. - _ - N r------- -- - 1R/1SH I RANGE/ D/W I 000 DBL. �) ; PROVIDE PLATFORM ' SINK - M FOR HVAC UNIT w iv VERIFY SIZE WITH z I MFGR KITCHEN 1 DINING ROOM < VAULTED CLG. I VAULTED. CEILING > pP 9'-3" N 3.$„ 6'-7" m 7'-4" 12 10" N ©� 1 = ud ao G REFRIG. ; VERIFY LOCATION N CI W/ BUILDER NOOK I [ I VAULTED CLG. - N =-_-;LAUN. O ... ., . 10 I N 00 a III 3 I L J 2868 DRYERVENT­j STEP DN.11 W.H THRU ROOF MAX LGT 35'-W HANSON BOX 1�jI - @ 36" AFF PULL ON. STAIRS I 2---x54" - __ - ME m . NOTE: BUILDER TO PRO APPLIANCE PROTECTIONI IF REQUIRED BY MUNICIP ITY. 2 CAR GARAGE 8' CEILING FOYER (0 �I 10' CEILING A a/(2) 12" S.L. kk TRANS.PER [LEVAT WtZ 1 S3 6'-4" ENTRY OP 10' CEILING LINE OF GARAGE DOOR i _____ - -r 9 ELEV. BM3 ___ ______ - -` G.T. ELEV "B" ONLY = p - --_ --16"SQUARE- ' CD04 COLUMN TOP @ 9'-0" I S'3 CD21 I S2 S-2 HOSE BIBS I I O ; I I 16 x 7 OVERHEAD DOOR 2' 2' DEN BEDROOM #4 VAULTED CEILING ADD INVERTED HIP w/ B ELEV. N I i I 10,-6„ .I SEE ELEVATION FOR I CD0 1WINDOW SIZE & STYLE FLOOR PLAN SCALE: 1/4" =1'-0" ALL ELEVATIONS BIBB g N LOi0 A 160 MPH OPENING PRESSURES ENCLOSED - EXPOSURE B A +27.6 / -29.9 © +27.5 / -37.0 ©. +26.5 j.-28.8 0 +26.5/-34.4 O+24.8/-27.1 ( F ) +24.8/-31.1 +24.3 / -27.5 \, - +23.3 / -26.0 NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND. PRESSURES LISTED ABOVE ARE "ALLOWABLE" PRESSURES WALL LEGEND FRAMED WALL BEARING FRAME WALL ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. MASONRY WALL GENERAL NOTES 1. R302.5.1 Door from garage Into house must be a minimum 1 3/8" Solid wood door, solid or honeycomboore steel door, or 20 Minute fire rated door. 2. Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic Space and soffits is not acceptable. Ventilation shall be permitted to exit through the soffit If solid soffit is Installed 5'-0" on each side of the venting. 3. R302.6 The garage shall be separated from the residence and it's attic as required by Table R302.6. From the residence and attics by not less than 1/2-inch (12.7mm) gypsum board applied to the garage side. Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch (15.9mm) type X gypsum board or equivalent. Where the separation is a floor -ceiling assembly, the structure supporting the separation shall also protected by not less than 1/2 Inch (12.7mm) sum board or equivalent. quivalent. 4, R312.2.1 Window sills In dwelling units, where the top of the sill of an operable window opening Is located less than 24 inches above the finished floor and greater Or Other Surface Inches above the finished site than 72 grade below on the exterior of the building, the operable window Shall comply with one of the following [3 listed methOtl6). 5. R308.4.2 All windows within 2'-0" of doors and In Shower or tub areas will be Safety tempered glass. 6. Ceiling for exterior entries and covered porches to have 7/16". span rated OSB nailed per zone on roof diagram nailing schedule or 5/8" COX. 1X T&G acceptable for substitution. 7. EC: R402.2.4 Access doors from conditioned spaces to unconditioned spaces (e.g., attics and crawl spaces) shall be weetherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. 8. M1502.4.5 Duct length The maximum allowable exhaust duct length shall be determined by one of the methods specified In sections M1502.4.5.1 through. M1502.4.5.3 9. Ceilings for exterior entries and covered porches to be 7/16" OSB on underside of roof trusses shall be attached to all framing members with 2x blocking provided at perimeter. The OSB shall be attached w/ Sd nails at 6" O.C. field and 4" D.C. at edges or 7d screw shank 3" O.C. field and 4" edges. Vinyl ceiling to be attaches to OSB per manufacturer specifications AREA CALCULATIONS 1st FLOOR 1820 S.F. TOTAL LIVING (AC) 1820 S.F. GARAGE 396 S.F. COVERED ENTRY (BASE) 56 S.F. COVERED PATIO/LANAI 137 S.F. TOTAL AREA UNDER ROOF 2409 S.F. ��o 1TO RRlee i J : 8 g6A g ND of F)S� _ 0 I �i IRio ��FS$ 11 I R 11 N t0 V O ''g W LO 00 ti T, a Q m W 7t Xc Ye & w LL' ce O s'n D�y�z w �IL�@ aJgwg a � O ;s s` 2 Y r o 5 0 g3 J a Itfn p e= www.FDSavG.COM ❑ ❑ ❑ L9 �2 Z 8 - 0 Z Lo4 ° Z � Q � w .-1 - re Z r cn�iIi55 (J M xl) N LL M w a V C Owi c J1 c'CO � �CO U -N E CO AWAL Ti h N N ft 4 d`nv d m I �Im 'I DAMS HomFs FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Fj Job Information: Z L0 0 It In W y M N v/ Lo cH O i J N Z 0 0) ° 0_ILLIm o .J M W (n LID Model Name / Number: 1820 Plan Issue Date: Thursday, April 15, 2021 KA PROJECT NUMBER: 21-3955 Sheet: 2 Of: FLOOR PLAN (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" GENERAL FOUNDATION NOTES CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR UNLESS NOTED OTHERWISE STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION, ^ ,- B. 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE REINS OPTIONAL CURB FOR AI` —I ARIES_ LAPPED MIN, 6" AND SEALED. F.F.. GRADE SEE PLAN MASONRY @ ELEV. 0'-0' ," ,� 2 4" 2500 PSI CONC. SLAB W/.6X610/10 W W F, OR MINIMUM .75 LBS "FF W/ (1) - #5 BAR CONT:. "• ' OF FIBER PER CUBIC YARD FlBERMESH/FIBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND NER-284 00 / ---- � �---FOR'FlBERMESH OR NERd14 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER & TREATED FOR TERMITES. o 2 STORY: 20" X 20" 3 • INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR. TO �. ; ';�•� N W/ 3 - #5 CONT. BEAM W/ (1) 45 REBAR GRADE 40 U.N.O. TYPICAL ABV. SLAB. HOOKED FTG 13' O" 12' 10" REINF. ` ° DOWELS 17" EMBEDMENT W/ 25" EXT. ABOVE SLAB. 13' 10" SEE PLAN ;* 16" (2) #5 (2) # 5 REBAR 4 CONSULT W/ MANUF. SPECIFICATIONS PRIORTO POURING OR FM19 REBAR 16 RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 1' 8" 4' 0" 3' 6" 4' 8" ' 4" 3' 10" 4' 0" 3' 8" 3 BEARING FMp2 SECTION @GARAGE 1/2^ = 1'-0" 5 EXT IOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE TYP' @ FM01 SINGLE STORY FTG 7 7 Y] 1�2"=r-a' U.N0.ONPLAN, CORNERS 6 NO OOD STAKES PERMITTED IN FOUNDATION. �- ■ ■ ■ ■ ■ ■ ■ ____ ___ I __________ _____'j ■ PENDING SITE CONDITIONS, FOUNDATION MAY HAVETO BE STEPPED _________i I` •`--- """"--"---- HOSE .-"-" DOWN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. ' ' I BIBB ALL FOOTINGS SHALL BE MIN 12" BELOW FINISHED GRADE FM11 FM 3 i F 301 i "O REINF. F SEE PLAN SECTIONS R403.1.4 ' 3 I 3 ' F .o - - — 9 MASON TO COORDINATE WITH BUILDER ANY ELECTRICAL REQUIREMENT ' , O FM11 THROUGH SLAB x rt' ap _ 11 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY I' 1 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: I ' < ' 8 (1) #5 REBAR 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION ' ZIff CONT, REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR F2.E I W F2.6 EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF ' ' IU- FO NDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DR'Iyy' DENSITY AS DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR) IN o i EQUAL LIFTS NOT TO EXCEEDING 12".THE FOUNDATION SIZES INDICATED ro I ' = . ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL ( ' ' FM03 THICKENED EDGE 1/2"=1'0" BEARING CAPACITY OF 2000PSF. I STEP DN 4" (`) SLOPE MAY VARY 24" MAXIMUM DEPTH. - --- CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE i co IF GREATER THAN 24" CONTACT FOR OR SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONCRETE OR N ' `-"" - - - - - _ _ _- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ' REFERENCE FMASW FOR STEM WALL OPTION IN EXTERIOR CONDITIONS). CONTROL JOINTS TO BE 1/8- SAW CUT A DEPTH OF 1/4 OF THE THICKNESS OF THE SLAB. FILL CUT W/ I ' PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE OF GARAGE FM11 SGHLDULt DOOR. EXTEND 6" BEYOND GRAMTY o 3 F.O.M. EACH END, TYP. GAR. FIN. FLR. MARK SIZE DEPTH REINFORCING CAP. Ib"I ,� •...,..=.x..�—. ' TUB ; 1'-0" X CONT. 1'-0" 2 #5 E.W. DOT. 2000 ' ' W.C. i i UNITI x * p 2'4' X 2'-0" 1•-0" 3 #5 E.W, BOT. 7200 I LAV. i �� ' ' 1 00 ALIGN DRIVE W/ BOTTOM Of ��° 2 STORY: 20" X 20" �:r—�p LAVi' RECESS & PITCH DRIVE �+ F2 5 z•-6 • x z•e° ro^ 3 #5 E,w. BOT. Si000 _ W/ (3)- #5 CONT. 1 II. Q �L-,J� I `- f °'; + �• 4" CONIC. DRIVE W/ 1/2" EXP _ - _ _ _ _ _ _ _ _ ' JOINTS 10" O.C. TYP. -•16 , (2) #5 REBAR fU'U JI n-- F3 0 3'-0" X 3'-0" 1'-0" 4 #5 E.W. BOT. 15600 _ x A , t h 218 3' 1" FM09 SECTION @GAR. DOOR 1/2"=1-0 F3.5 36 X36 10 4#5 E.W. BOT. 21500 r'LAV N 1 II n F44'�&' " 1'D' 5 #5 E.W. DOT. 280002xBRG. WALL I iv 12' 0" 2 STORY: 20" X2 (SEE FLOOR PLAN _" 1',0" 5 #5 E.W. BOT. 34500 tW/ (3)- #5 CONT. FOR MORE'INFORMATION) 1'-0" 8 #5 E.W. BDT. , 42500-I W.C." 1'-0" 7 #5 E.W. DOT. 61500 SEE PLAN ' N EE PLAN i ;T * �/• r LEGEND 13 X 5 I' �Q a ,N _.1 -J Q-INDICATES3INGLE-LO STORY FOOTING 1 I S WR JI O , In ° 8" 4" ® - INDICATES TWDSTORY FOOTING ' - 4" 2"#5 REBAR _ _ _ 'l, q4, e" - INDICATES PAD FOOTING I 15'0" .-----; ���� L O 1/211 = 1'-0" rr FM11 STEP DOWN BRG. 1/2^=1'G" FM12 STEP DOWN NON BRG.LL Q , a )')' ` SEE PLAN 00 v /SINK'J D W .. I a - • ' '` - SEE PLAN - OPTIONAL CURB SLOPED GROUT 4 1 r% w ° OR MASONRY AT TO DRAIN 4"x4"x 16" r '°'� °°' TYP. SEC. CURB G y i aG ELEV. BAR WITH S. ao (1) #5 BAR CONT. �� (G.C. VERIFY) ' ~ I N z 12' 11 `-.� I F.F. SEE PLANT M; c 2 #5 CONT. ; ROVIDE CHASE' ( FOR HVAC UNIT - VERIFY LOCATION ' 2 #5 BENT BARS W/ o INSTALL LINING x,'. , w w MIN. 25" LAP SPLICE o ' i- MATERIALS PER FBC-R P2709.2 16" ' MUDDED FLR. MIN. FM01 ' - ";��e SLOPED TO DRAIN #5 CONT. 3 ' COMP. UNIT FM14 SECTION @RECESS SHOWER 1/2" =1-0" FM18 TYP. STEP FfG, DETAIL 1/2- 1'-0" va �' 9ALTERNATE: REINF.H GRADE :I r IWASTHE REINF. BARS SHALL BE °#5CONTREINF. SEEPLAIVn___________________________CONTINUOUS AROUND CORNER JkL"T.SEE FND. FOR ,-'------------"- ----- ) ,_ - J (`^• 00 BY COLD BENDING THE BAR WITH QUANTITY ad N -(/� ' MIN. BAR LAP OF 25" / O 45 X 25" X 25" p •:• STEP ON. 4" ~ N CORNER BAR ONE E a ' ' FM11 ' FOR EA. HORIZ - ;WH. FM12 13 T `o ,4 3 , �CAr7' REBAR, TYP. U.N.O. (2) #5 REBAR ' V C of ul I I , 16" c� 4/C CHASE 2 STORY: 20" X 10" PVC SLEEVE m z_ _ W/(3) - #5 CONT. I FM02 g , THRU FOOTING 3. I = 1/2" =1 0 { FM19 TYP• CORNER BAR DETAIL 1-1/2"=1'-0" FM TYP. FND PENETRATION i as ■ sTEPDN.Sfz" a 6. 411 �. ' 20' 0" STEMWALL SCHEDULE zo I� FOOTING DIMENSION MAXIMUM ` _ C.J ` - STEMWALL NUMBER/SIZE OF BARS LAT. F.C. SPACING (O.CJ — - — - — _ -' m IN STEM WALL ' ' HEIGHT (h) d 1 STORY d 2 STORY b 1 STORY b 2 STORY I e; = p ■ 0'-0"_2•-0" 8" 10" 16" 20" W/ (2) #5 BARS <674# 61-81, U cc >2'-0"3'4" 10" 10.. 20" 24" W/ (3) #5 BARS 674# 5'-4" ' I - 3t g„ 7' 0" 2• g^ � >3'-4" - 4'-0" 12" 12" 32" 32" W/ (4) #5 BARS 845# 4'-0" W/ (5) #5 BARS CONT. ' ■ 1162# 2'-8" o _ F3.5 >4'-0" - 5'4" 16,• 16„ 48" 48" I -' - -o & #5 @ 18" O.C. TRANSV. ' I ■ I � SEE FOUNDATION PLAN ' FOR F.C. SPACING ABOVE r ' 4" SLAB LEVEL - NOTES: o 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL ' � I FNao9 ' INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM ' 3' SPACING STATED IN SCHEDULE HOSES SEE CHART ABV: -MAR F.C. p n 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND BIBB SPACING (O C.I ------------------ _______.I___ _____________________, a ,� WALL WHEN STEM WALL EXCEEDS 4'-0" FlBERMESH CAN NOT BE USED. AND REQUIRED @ EACH FILLED CELL LOCATION. EACH BAR TO ■ ■ W.W.M. TO R TIED TO #6 ' PER P F.C. ABV. NG #4 TURN BARS ARE ■ ■ ■ 1) #5 REBAR PER PLAN SPACING TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM (1) #5 HORrz. corvT. TIED To " 3.IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO EA. VERTICAL REINF. BAR EE NOTE CONSTRUCTION FOR MORE INFORMATION ' 04 TURN BAR ® STEM (2) #5 BARS W/IN EACH F.C. TYP. @ EA. WALLS GREATER THAN 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK 2' 0" 16' 0" SIDE OF OPENING 4" 13` 4" FILLING IS TAKING PLACE (1) 45 HORIZ. CONT. TIED TO " s g"° " _> m 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK @ 16" EA, VERTICAL REINF. B f „ " V -16' 20 0° 19 B" FlN GRADE-8' MIN. - _ .C. O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN4'-0" h • TALL (TYPICAL ALL CORNERS) TO TOP OF "- STRIP FTG. �" " - s 1.6.IF STEMWALL IS WITH IN 5%0" OF POOL OR WATER FEATURE FOUNDATIONS east *-, 39'8" COMPACTED CLEAN FILL ' s s;!' * 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. IN MAX 12" LIFTS 8. R403.1.4 MINIMUM DEPTH. EXTERIOR FOOTINGS SHALL BE PLACED NOT, LESS n' n T n' STRIP FTG. W/ QTY OF 'MIN. COVER d "SEE NOTE5 THAN 12 INCHES (305 MM) BELOW THE FINISHED GRADE OF GROUND SURFACE. FO I V D/"l I I ®I Y ��� REINF. PER SCHEDULE b WHERE APPLICABLE, THE DEPTH OF FOOTINGS SHALL ALSO CONFORM TO SCALE: 1/4" =1'-0" (3 SHOWN) SECTIONS R403. 1.4.1 THROUGH R403.1.4.2. 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL - ALL ELEVATIONS FMASW STEM WALL SCHEDULE NTs 1TOR ��� QP'" E N S E • � �� sue•. NO s7B N.. OF'n u - pS > 1 411111101 •p i N P_ �� �� ■ .tip � � svl' �� ae as x g D g a v LL 4 u1 l m o zC' a m °d @ g a E�lb Q O �JQ^.N p G� � m _ NNJN.FDSENG.COM 0©0 0_ fi.I Z g 0 z N <��o Z a Q 2 J a N x — In Z N co � m � m 0 Ow i V) f� U w N £ 6 m _ 0 1— % A DAMS HOMES r FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: �o.— c1-4 O In LU ri M M N O dj ® ®1 W Z:) M Ln o J m 0 0 L. vF—Model Name / Number: 1820 Plan Issue Date: Thursday, April 15, 2021 ® KA PROJECT NUMBER: 21-3955 Sneet: 3 Of: FOUNDATION PLAN 1 1/2" VTR LOAD CALCULATIONS I COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 1820 x 3 = 5460 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 200 GEN LIGHT'G & RECEPT. + APP. CIR. = 34,010 SUBTRACT 100 % OF FIRST 10,000 10,000 A= 24,010 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP.) 10,000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS O 100% = 10,000 + 40% OF "A" = (.40 x 24,010) = 9,604 + 100%OF "B" = (20,000) = 20,000 TOTAL WATTAGE = 30,604 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = '165 ASSUMED EDGE OF WALL 2x6 WALL (FLOOR TO CEILING) USE 2 RED HEADS TO ANCHOR WALL FM24.1 ALTERNATIVE PROTECTION BARRIER N.T.S. 2" VTR 3"VTR LAV LAV 3" DEL SINK W/C W/ SR. TUB CLEAN OUT 2" 2" 2 LAV . 3' TUB 2" W/C 2„. 3' 3„ 4" TO SANITARY SEWER 'LUMBING PLUMBINGNOTE: ALL RISERS ARE TO BE VERIFIED w/ PLUMBING CONTRACTOR CHOSE BIBB �^( INSTALL FAN BOX PREWIRE NSTALL FAN WP IB6X PREWIRE GF1 7 INSTALL FAN BOX PREWIRE,�� - ` , I I , f ' ri 6 ° GFI 'i r I I GFI 0 -, ---------t --- ----------- --- �INSTALL FAN \\ PREWIREFAN 1..)-I BOX PREWIRE I I - GFIIP -- -- GFI 120 iFI+GFIiGEI _ GFI . !.```. - - ISP �`.\ 220 -- - - - --- MICRO/ HOOD FOR 0/W / \ GFI / \p y, I CEN. OF WALL 6� I _ I , t` Z VERIFY LOCATION / / ^k WP IN FIELD 42220 GyFl DISC^IONNET — �l�y [ I / W � T L _ __ Ire �I GFI dt W GFI ` % YIhI Li- - \ PB W.H. 220 GFI @ ELECTRICAL 42" AFF PANEL CM O --nun---------- `\ ' I ATTIC ELECTRIC / / _ _ -INSTALL FAN qz IF REQ'D BY CODE - BOX PREWIRE xw y Oy y. ' wV aI pF a5 zZS� / , / Lu w a w -1 w-az (r} Y DOOR / BELL ruwpw >� ,/ di WP i. zm & o GFI GFI 42" AFF GFI 0 m y w FOR GARAGE i DOOR OPENER „ pp 00i00w „ \ u Z J f O m n ' \.. NOTE: KEEP COACH UTES OUT 4 OF BANDING, QUOINS, AND . - ROUND COLUMNS WHEN POSSIBLE. REFER TO ELEVATION ' COACH FOR TRIM. i I / LIGHT i IOSE / IIBB , I C CH -—- —-— -— .-- - —- —- - --COACH LIGHT LI HT ELECTRICAL PLAN SCALE: 1/4" =1'-0" ALL ELEVATIONS 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. ALLTRIM 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 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 CIRCUIT INTERRUPTERS) COMBINATION TYPE INSTALLED TO. PROVIDE PROTECTION OF THE BRANCH CIRCUITS IN ALL. DWELLING UNITS PER NFPA 70 (CURRENT EDITION). 7. PROVIDE TAMPER RESISTANT RECEPTACLES AS REQUIRED BY THE NFPA 70 (CURRENT EDITION). 8. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED IN ALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70 SUCH DEVICES 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. 9. R315A.2 COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED AND LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. 10. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 11. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 12. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 13. CHAPTER 45 PRIVATE SWIMMING POOLS - OUTDOOR SV41MMING POOLS SHALL BE PROVIDED WITH A BARRIER COMPLYING WITH R4501.17.1.1 THROUGH R4501.17.1.14. 14. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' OF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLETS 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 THAN 12" FOR STRAIGHT COUNTER TOPS AND 1W FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. ELECTRICAL LEGEND ® SMOKE DETECTOR $ SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH FLOOD LIGHT $4 FOUR-WAY SWITCH $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE 'D—�—� TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE _ o CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET y W GROUND FAULT INTERRUPT V7 � DOOR BELL CHIMES (� WP WATER PROOF W/ GROUND FAULT v 220 VOLT OUTLET 0- DOOR BELL ® SPECIAL SERVICES OUTLET DISP 0 DISPOSAL RT.V. CABLE OUTLET L= DISCONNECT SWITCH -44 TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING J JUNCTION BOX WATER PROOF RECESSED LIGHTING O THERMOSTAT ® BATH FAN Q LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT C INTERCOM SYSTEM ®� L.E.D. DISC LIGHT ® GARAGE DOOR PUSH BUTTON OPTIONAL OVERHEAD SERVICE. VERIFY FINAL AMPS NEEDED SAMEAS UNDERGROUND WITH ELECTRICAL ONTRACTOR 200 AMP SERVICE 200 = 2/0 COPPER OR 4/0 ALUMN. IN 2" CONDUIT 11��#4 R MAIN DISCONNECT 200AMP A/C DISCONNECT 414 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL 012 COPPER TO APPLIANCESAND GFI PANEL # 10 COPPER TO WATER HEATER # B COPPER TO RANGE I # B TO HVAC B T#4 GROUND INS WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD W/ MIN. a' DEPTH b) BONDED TO CONTINUOUS F007ING 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. aRnS N ZOD 9 LonFg��c ,,.� 0 W s6" D�� w m�Hi W 4. Spa m ,2 2 aa �o��Lq N asMico a a G y.0 $gar W ? N ,- , c WWN.FDSENG.fAM ❑. ❑ ❑ 0 z o- o z n 1 z -J¢ a ri — Ln Z r V1 a d w m r� 0 w Ln I~ i ~ 0U w Uoy c y 'i ,o/ ¢ N O n° \ ® DAMS HOMIER FLORIDA CONTRACTORS UCENSENO.CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE - Job Information: c LO +0 KT N M m O 4j Lo "-I 3 ' Hse U m 0) a O J W M o _1 coU) !n L0 w Model Name / Number: 1820 r Plan Issue Date: Thursday, April 15, 2021 ® KA PROJECT NUMBER: 21-3955 Sheet: 4 Of, ® M � � I �1 ■'��11ia VENTILATION CALCULATION Formula = SF / 300 / 2 * 144 = net sq inches of venting needed equally for intake and exhaust 12 6� T P OF BLOC � LITE TEXTURED DECORATIVE co CEMENTITIOUS COATING FIN. FLR. 25 SH BEARING @ ENTRY - TOP OF BLOCK FIN. FLR_ _ - TOP IFE 48" OFF RIDGE VENT H 33/2 SH 48' OFF RIDGE VENT uu DBL 25 SH W'DOW HEAD HGT OP q7 DEL 25 SH — — 48' OFF RIDGE VENT T 12 6 W'DOW HEAD HGT o W W RN. FLR.- - _ - _ - _ - 25 SH LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 0 (2) 3050 SH 25 SH 2868 FI IENCH. DOOR REAR ELEVATION SCALE: 1/4"=1'-0,-- —— 48" OFF RIDGE VENT L,ITOP OF BLOCK LEFT ELEVATION "D" SCALE: 1/4" =1'-O" 12 70P OF BLC LITE TEXTURED DECORATIVE CEMENTITIOUS COATING FIN. FLR. , RIGHT ELEVATION "D" SCALE: 1/4" = 1'-0" FALSE DECO. SHUTTERS - SEE DIET. ON THIS SHEET 4 X 12 BRACKETS I R F iv - W DENOTES FLASHING LINE TOP OF BLOCK 6 R EE o in EE FIN. FLR. EE Lug 16' X T' 32 PANEL OVERHEAD DOOR ICI ICI , 1 1 1 Soffit product provides 4.12 netsq in/sf Ridge vent provides 18.00 net sq in/If — Off ridge vent provides 138.00 net sq in / sf Overhang distance 1.33 ft S.F. of Area to be vented (SF). 2409 s.f. Total needed forexhaust for upper 1/3 578 netsginches Total needed for intake (soffitarea, lower) 578 netsq inches Number of Off Ridge Vents for upper 1/3 needed 4 L.F. of Ridge Vent. needed (can be used In combo with ORV) 32 Uneal Feet of Soffit needed to meet required 105 Lineal S.F. provided by plan _ zto _ J BRG. @ ENTRY 0 0 ti 0 °4 do O DEL 25 SH — _ FIN. FLR. 30 .�8 DOOR W/ (2) 1068" LITE TEXTURED DECORATIVE S.. AND. 16" H TRAN: ABV. CEMENTITIOUS COATING DO R STYLE MAY VARY RE R TO SPECIFICATIONS FRONT ELEVM l N " " SCALE: 1/4" =1'-O" ,1ytt11161)J` V O R ] ,�. • S E � �Ca . �'i� qAo. . a s Sao Ld Cp OF ;? P�"•' Air Q°.•C7 O ip PP1tl tl11 t1gtVa N s gr1m m v 0 W (0 r- 00 .3dc�F ad $ rn ao I. g N a a rn co a ��2N 3 `( Usk z o a a e 27 ESag �{ m�QS 3 O z rc � gg HIM 2R a � € � WWW.FDSENG.CON ❑ ❑ ❑ z ZR j co _ 10 z N Co d U1 M 0 w J I�w r ,mac 00 3 r " = U doe Do, as DAMN HOMM FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: a) c O LO 0) } m N � M N O qj J N On a Q _M3 ��//'�� m o /L//L/'J�� J W l/ I V/ Iti LL OFF Model Name / Number: JL820 ® Plan Issue Date:. Thursday, April 15, 2021 ® KA PROJECT NUMBER: 21-3J55 Sheet: Of: ELEVATIONS, FOR WIND SPEEDS < 16OMPH ** ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING 20'-C" MAX 20'-0" MAX THICKNESS IS 15/32".) IF 15/32" IS SEE DET. 7803� USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP SECTIONS G.C. TO PRI BLOCKING W/ APA REI FOR SPAN I SHEATHINC SEE "HIP/F BLOCKING" CY Eu EQ. Q v q it O Z w 4 m � Q v EQ. _ "X" DETAIL BRACE TB01 SEE CONTINUOUS BRACING e�H 2 X BOTTOM 4 MIN. SEE CHORD DETAIL T804- )VIDE '0 COMPLY OMENDATIONS ;STING-0F IDGE DETAIL - C)il Q MQ. 9 N BOTTOM CHORD GABLE END BRACING @ OP CHORD 2X4 42 SYP 4'-0" O.C. MAX. FOR FIRST (4) BAYS BLOCKING @ 16" O.C. MAX NOTE: FOR FIRST (4) BAYS 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. TBO57 REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN Nrs FISH ENGINEERED ROOF PER ASIDE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft WIND SPEED (ULTIMATE) 160.0 MPH WIND SPEED (ALLOWABLE) 123.E MPH ,EXPOSURE CATEGORY 13 EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF>20 TO45 DEG, WINDAREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION.. {4.12]-[72.12] a=oft AREA ROOF i 2e 2n 2r 3 3e 3r HIP -37.02 51.06 -51.06 -51.06 10 GABLE 1 -37.00 1 -37,00 1 58.99 -58.99 1-58.99 -76.03 O ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): r ZONE 1: ASTM F1667 I(10d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r ASTM F1667 RSRS-03 (1 GO) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD r ZONE 3, 3e, 3r. ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: 0 SHII32" EXP. 1 (4120) TILE: 132" EXP. 1l NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 aB" x 0.113") NAILS ® r Qr 2- WHERE THE SHEATHING THICKNESS IS GREATER THAN 1a32-', SHEATHING SHALL BE FASTENED 'k II,�88 ���x8 �1�aa1� �I-� 7I�i WITH ASTM F1667 RSRS-03 10d (2Y2" x 0.131 °) NAILS OR ASTM F1667 RSRS-04 (3" x.1207 NAILS a=4ft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG, RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12,12] @ 16" O.0 FIRST4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. WALL SHEATHING MAYBE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE, PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCK NG AT ALL EDGES.A MINIMUM 19" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND ENO JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN IS". (� NAIL AT BASE 2 ROWS @4"O-C..1 Stl COMMON NAIL © NAIL AT TOP PLATE TWO ROWS @ 4"O-C.W/BO COMMON NAIL. @ NAI L OPENING PERIMETER W/(2) ROWS 04' O.C. WI SC COMMON NAI L. O NAIL INTERIOR AT 6'O.C. W 8d COMMON NAIL. O STAGGER ALL VERTICAL JOINT$&NAIL®4"O.C. w/Sd COMMON NAIL. O PLYWOOD SPLICES@HEADER - NAIL SHEATH ING TO HEADER .1Ed COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. @ (2) So NAILS (Tj3"O.C. TO EACH TRUSS END OR VERTICAL MEMBER IF GABLE END. EXPOSUREI. SHEATHING PROVIDE BLOCKING II 11 'AS REQUIRED PER II II SECTION X-X IF NOT I ___ FULL HEIGHT SHEET ------ @ FLOOR SYSTEM MWA L... TYP. A Z U NOTE; Ed NAILS FOR WALL SHEATHING MUST BE MIN .131"X21/2". DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE Ci) SURFACE MORE THAN V 0 O (2)-2x TOP PLATE BEYOND 15/32" OSB EXPOSURE t SHEATHING N T ' ii'ii--- 11, II II SOLID 2KBLOCKING �p II II II @ALL SHEATHING DI 111 III I' II II II I III II I II I EDGES rn Q III III N I. II I (SEE SECTION X-X) p r III 111 II II II I 01� III III C in II II I 1 it D 11 m III OPENING Ili' II ap� 111 C III X I JL-__ I II II _ _ L___ a 111 __ _ _-_ _-•._ w III III III % II II 1 111 E III HII III II II II I II I 2SBEYOND. XSTUOWuDi - ---- - 11 II Illl INI IIII 11 II IIII it 11 111 11 II II II I BEE PLAN Z� W) INI II It IIII' 11 II' II I II II' I I IIII II 11 IIII II II I - N III IIII I 1 It IIII' I N 1 II 111... II ll II I INI INI II It INI' I I II IIII II II II I II II II I ALLSHEATHING I \ A 2x RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM VERTICAL HORIZONTAL WALL ELEVATION DIAGRAM ' O t3o� W 2X4 P.T. BASE PLATE BEYOND SEE SS PLAN ATALL PANEL BLOCKING LOCATIONS M IN 2 X 4 #2 SPF TURNED VERTICAL W/7/1 S' FLITCH PLATE TO W/ (2)12d TOENAILS EA. END. NAIL FUTCH 3/8• S =NAIL PLATE TO VERTICAL WI (4) & SPACING NAILS 3/4" 1/2" 1/2" 1 e So NAILS @3"O.C. S - STAGGERED S /2' VERTICAL BLOCKING SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING SECTION X-X TB13 I WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. TOR to DESIGN. RATING TRUSS MFG 1810# {9) 10d x 1-1/2" ^^ A07 L{M7/M/R 7159OACSs HETA1Gj(2)MTS1Z/(2)fYTT512/ 1510#/1980#/ (28)10d x11/2 - El # O# 28 lOd x 1-1/2' (9) 1Ed x 11/2 (10)10d x 1-1/2 .,t (2)HETk6./(2)HT640f(2)Ht26 1,120#/2620#/ (48) 10d x 1-1/2" A08', L/M/f14/R It or Les; /:(21HETN16 2620#JS920# (48) 10d x 1-1/2" (10) 10d z 1-1/2" TRUSS MANUFACTURER: RO_ B Ip� DATE OF LAYOUT: OATS OF TRUSS CUT SHEETS: 1/11/21 L= LEFT, R=RIGHT&M-MIDDLE BEARINGS BEARI NG LOCATIONS ARE REFERENCED TO TRUSS MANUFACTURER'S TRUSS ORAWI NGS, ALL CONNECTORS ARE SI MPSON PRODUCTS SIMPSON- CONNECTOR SCHEDULE USP- CONNECTOR SCHEDULE MARK TYPE CONNECTOR A FASTENERS EPF GYP CONNECTOR A FASTENERS SPF GYP /� FOR TRUSS BRACIN AND ADDITIONAL ROOF INFORMATION SEESHEET S'Y _--- - --- OFRAME TO MASONRY HUMS W OU10d x I U' OR HETnDW(9)IDdx1 W' 1810 HTA16 W(10110tlx11At'OR HTA20wl(10)10tlx112" ISM 1870 O F CEO W.5AWOO)e6 MILE635 ME RT7Aw1(1O*NAL8 515 585 © F"FARAMME EO H1642 W(18)t Otlx11 VT AT I IT TRUSSES 10830 180 TIS 2 W(I6)10Wx 112AT 2'PLY TRUSSES "a DUE 020 1060 O FPAME TO FRAME.. MT912w1T16pOtlx 1 l(WIAT EMERIOR Loa ONINCLUDE (3)12tl TOENALS 460 990 MTW12W(14) 1,1(/Y(ATEXTER,1L T LOCATION INCLUDE(311. TOENAILS) 006 1188 O FRAME TO MASONRY MGT.1(22)1MNAI3MDMr A.T.RWIZ'. EMBEDMENTWI9IMPBON'BEi` EPDXY D3S0 3965 MUGTISW(2B)IDd NAILBANDHB' AT.RW 12EMSEDhENTWBIMPSONTENEPDXY U30 44M O FRAME TO FRAME Hill x 11W(AT EXTERIOR LOCATIONNCLUDER)1]d TCENAL9 1126 1810 HTY20W(Z4)10dx112"(ATEKTERIOR LOCATION INCLUDE )1MTOENAILS 128E 1B80 PRIME TO FRAME (2)IR920WMB)IDdx1 V2`(AT EXTERIOR LOCATION INCLWE(8)12tl TOENAILS MO 382U RI HTW20wA4&1IDd x 112"PT EXTERIOR LOCATION INCLUDE(E)I 24 TOENAILS(EA) 2570 MO OFRAME G TO MASONRY MOT -2 w1(16)1M NAILS AND (2) 5A" AT.R. W 12' EMBEDMENT WI SIMPSON'SET' EPDXY (HOT-3 MR 3.PLY) 10690 RUM .1(1A)106 NAILS AND (2) SN" A.T.R. W12" EMBEDMENT W SIMPWN"9E P' EPDXY (HJGT3MR }PLY) 7020 97H0 OFRAME. TO MASONRY FGTRW(I H)1l4"x3"ROG WOOD SCREWS AM (2) t/Z 15' TITEN ID MCI ION BOLTS E400 4]25 RFU8WOZWWWOODSCREMAND (4)3/4•xWMDBO OELT 7100 JI 0 FRAME TO MASONRY (1)LGT2w/Q6)1MSINKER3 80V4" )x 2-101"TTEN2 (SEE NOTE NO BELOW) 17W SON 9 FRAMEM MASONRY/ FRAME (2)LGT2 w/(So IW SOME" A(14) Il4` x 2 IN' TTENR PLY TRUSS) OR(23) IW SINKERS FOR FRAME (EA) 350" M4NF owl 37x M LUOTZ W(92) 104 SINKERS &N0 19"x3" WEDGEJ30LT 0 PLY TRUSS) OR(82) IN ONKFJL4 FOR FRAME (EA) 3100M 3MOF 3I84 4620.E J3 FRPNE TO MASONRY/ FRAME (2J W73 W (24)114' x 3' WE SCREWS &(8)3M x5•T TEN(ZPLYTRUSS) KERSFORFRMIE E OR. 10tl9N A) 4190+4 E010-F 6570+n BBBO F (2) LLXSM W (24)1M A212' M25 SCREWS &(413A°x4 WB(2 PLYTRUSS) OR A 16d 91NKERSFOR FRAME (e l (EA) 0480 M Af80P 7050-M 7710 F O SEAMTO SEAM I HU410 OP7HUW10W(1N1MA(10) 1Otl NAILS Ow2680 UM895 HD410 OPT Hd101F w1 RMIM A(10) 10d MILE UMM UN1950 N m F 2'' RAK R T r F W 1F J > N 1011 ME LLS 0 F 111 11 1/ 3/12 VLT_ 10'-0" CLG 3/12 VLT (2) TS46 D 2) 3/12 VLT -- 10'-0" CLG 10 -0 CLG 3/12 VLT �-- ODD SPACE 3/12 VLT 10'-0" CLG 3/12 VLT n 8F -0 CLG C 10'-011 G ODD SPACE N m 10'-0" CLG BRG, 8'-01' AFF C W1 KNEEWALL 0 10'-0" AFF TRUSS LAYOUT ITDII CrAI F, 1 IA' -l'_n" 8'-0" CLG Z EP 11 - 11 GE21 S4 l2 MAMTO MASONRYI HW60PT HUC46w/(M 101NAl_S8 nZ1Wx231VTITEN90MAS.) I WiB90 Uw80 0930W UJIMIM 1 & 0Z1Wx23WTAPCONS(MMA8J OY'1625 woo Gp201! LOGO FRAME ORC2)IW&N)10d(FORFRAME) Sol SYP-M CRC2118d A(3)IOd(F°RFRAME) W" 9YPW R) HETA16 OK(2) HUA20 (2) HTAI60PT(2) HTAN tB]0 FRAME TO 1-PLVW(10)IOtlx111S. OR 1P10 1.PLV 1(12)lW'OR 2430 MA8ONRV ally W(12)I& Z965 a, 2365 PLY 2-PLYWH2)1Btl HTSM16w1(SlOd NAILS AND (4) 19W 113• ROE 111D )RWMI6W(M1W NALSAND(4)114N13A" 114E 1226 O FRAMEM TP On WEOOBOLi MASONRY Hr9M20 W(1ODOd NAILUMF1)114'%21M" HE 1110 HTMW w/(10)IMMILE AND (4)114'x13W ',... TAPOONS WEDGEBOLT "m 1220 OFRPMETD P H10SVMMxl 14FNALSANIgUSwM" 780 910 MASONRY TITAN ID FIRMEM DTTIZWM)14"x1112"SOSWGOD _MGFTZW(9)1M'x112"WSI5WOOD OO mWIMAY 6CMWSAM(/)11Y0AT.R. EPDXIED./ SIMP90N'9ET" EENOTEN4 I69S 2145 WREWSAND(1)12"e A.T.REMXIEDwI SIMPSON`9ET"(SEE NCIElA 1510 1835 HT75W(26)16d Y212'NAL9ANDII)M"9 HTT45W(25)1Wx21R"NAN9AN°nl ® FRAME TO AT'R.EPDXIEDwi61MPSON'SEP 4375 SOBO W-SA.T.R. EPDXIEDWSIMPSON"SET - SODS. MASONRY ISM NOTE N SELOW) NEE NOTE M BELONf FRAME TO HTT4W0M1Od#Iff'NMLYANDR)5'9'9 HTT4EW(1D1MA11Z'NNLBANDO) © MASONRY ATR.EPDXIED wI SIhPSON'MP (SEE NOTEIM BELOW) 3640 4235 WS-0 A.TA EPDXIED w/61MPSCI4"SET (SEE NOTE M4 BELCM - 41M FRAME TO H109 W(24)10tlx112'NAL3 786 BtO LOOTI W(23)Atlx112'NAILG E76 I045 FIRMS FRAME TO HMBKTW(4)1Ar*1112'WSYIOOD alW(0) Odxl IA'NALSA 139E t395 0 MASONRY SCREWS &(5) IN'x2 IW TAMON6 760 760 (4) IN" x 13W' TAPCONS FRAME TO VGTW(18) TWA' SDSWOODSCREWS& O �ONR, (1)&S-2 A.T.R. EMXIEDWSMPSON'SEY 8665 4WD W 12"MIN EMBEDMENT FRAME TO 0 VGT W (32)114'Yd' SD9 w000 SCREw6 O MASONRY &R)SIe'➢AT.R. EPDXIED w/SIMPSON 317C 71fid 9EP W/ IZ' MIN, EMBEDMENT VGTWC )1M'xIY SDS WOODSCMWS& MUGTI w/nel OFRAIMETO FRAME ryDU430e2fi W/(10)1M"x212'BDSW000 1265 4565 1Od NA1)1WNAL8&HTT45 1W NMIL9.8 (11 N9°3A.T.R. 4160 SCREWS & (I) S4P0A.T.R TO R) HTrS W(62146tl'x2 t2' NAILS & (O H1T46 W (&2) I5Vx212' NALS S005 OFRAME FRAME 10518"9 AT.R. NEE NO'TE#41 49]5 5080 &D)518'B0.T.R NEE NOTEN4) 1 CON, nCTAUL FLOOR TRUSSESTO INTERIORSPMIDWGW000SA I(2)12d S. 2 &LTRUTAILFLOSSTRUSSES SY ILN.O OTOR N. 2. TRUES NUB TUR ONPN USC SIMPSO ORUSPOOMO TIO FORDLM CA 3. GGMAYUSEEITHER Ma MAY MrRA INUFACTUMR HBGHr SYP M PILL^TOTRUfifi VERTYGL WFS W (2) ROWSOF taG N411.6 @ 3"0.46rAGGERED. GLE PLYTRU W(RCOWSOF. 4. U66S$,ONORUBPL-HMGTION8,3'.FRAMINUSS MENT@ CMU MNL'_ 12' WN. U.NCHO.O. CMPn 5. 12' MN. ASS CMBEDMENT� E.SCAB (MATCH LUMBER B¢E)wI RI ROM 10tl pa4'FROM END84'O.C. GGERMCHNTERAT41"2x9YPw2tL=TIOHORD RED; CENTERAT CONNECTOR LOGTON A6 MUCH A MUCH AS P093'ELE. O MINMALOONPECTORVNOONFRAMINGPLAN 1. CONNECTION FCR ALL ROOF IFLOORTRU&SEBTO MASONRY WALL3/LINTELS/ ICFWALLS ONO ON PLAN 2. CONNECTION AT 24"OR IO.0 PENDING VERTCALS FOR At I- NLOORTRU3SMPAFA.LELTOMA$ONRY WALLS SEE DETAIL RHVS3.I FOR MOM INFORMATION 3 CONNECTION FOR A.I. HIP JACK (OWNER JACKI TO MASONRY WALLSACF WALUMUNTELS 4. CONNECTION FOR AU. CONTINUOUS RIM BOARD TO TOP OF MA80 RYA N T N➢' O.0 MAILW 2 AT EACH IC. LOCATION DOES NOT CONFLICT w/TJWALU APPLICABLE) ) UT R. CONNECT ALL ,WRI TRUSSES W IM TO S CONNECT ALL FLODR TRUSgFg TO INTERIOR BEAMING WOOD WAWBEAM$w/(2)Qd TONSILS O MINIMALCONNECTORUNOONFRAMINOPLM i/. �CONIEC71ONFORJACKTRUSSTOWOODWALLORBEAM \0A MINMALCONNECTORUNOONFRAMINOP-M ROOF FRAMING NOTES 1. SHINGLE OR METAL ROOFING SYSTEM (SEE ARCH.) SHEATHING - SEE [RSHI SCHEDULE THIS SHT. FOR SHT'G & FASTENERS ON PRE- ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. 0 CONVENTIONAL FRAME ROOF.(SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPEAND OTHER INFORMATION. 2. THE EXTERIOR CEILING FOR THE ENT PORCHES SHALL HAVE 7 ROES AND PORC 16" OSB / EXPOSURE 1 SHEATHING TO THE UNDERSIDE OFTHE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2x4 #2 SYP WITH (3) 10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH 8d NAILS AT 4" ON CENTER AT ALL EDGES AND THEN S" ON CENTER IN FIELD 3. FOR UNDERLAYMENTREQUIREMENTS SEE R905.1.1 - - - NOTE TO FRAMER --- IF ROOFTRUSS 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 13 REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM I FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-al' - ° _ METAL DRIP EDGE + C.M.U. OR ICE WALL 2 x SUB -FASCIA o . SEE TYP. WALL ALUM SECTION .FASCIA 2x4 P.T. FASTEN TO C.M.U. W/ 11/2" LONG - T-NAILS @.2'-0"' O.C. SECURE J-CHANNEL - @ 12" O.C.. CONTINUOUS VINYL G.C. SHALL VERIFY SOFFIT MATERIAL CAPACITY TO RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING WIND PRESSURE TYPICAL SOFFIT SUPPORT DETAIL a/4"=1'-0° h1F11N 1 8 E=13 F W 10 m f a .�g b}w IL DO2;!13 m rn trio EL Q. a LL wa� 8- W c02,8'�aN'S 1- � W8. o '°� Dz0CD W U 3 On o=F._E r S w WWW'.FDSENGAOM 0 z o z o g z X@ ¢ '9 in z t- N Tn v + A w a in DOLn ' O w , W mN O O1 Q N O A DAMS iiOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: 0 z (� 0) LO G O TO tto 14 3 L z_ tU M 0) a 0JLiZ:) M O Joo(nW LO VI Model Name / Number: 1520 V1 Plan Issue Date: Thursday, April 15, 2021 ♦ KA PROJECT NUMBER: 21-3955 Sheet: 6 Of: ROOF PLAN D PILE COPY LINTEL BEAM: R td 1 COURSE LINTEL BLOCK W/ 14 5 15 NONSHEARWALL SEGMENT BAR & 3000 PSI GROUT, MIN. 25" LAP (ACI 530) TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. FILLED CELL: FILL ELK, CELLS WITH 3000 P.S.I. GROUT ONE #5 ® LOCATIONS SHOWN ON THE FOUNDATION CONC. SLAB SEE PLAN AND FLOOR PLAN. FOUNDATION PLAN MIN. LAP 25" (ACI 530) FOR MORE INFO TOP OF SLAB . r. FM-S021 TYPICAL SHEAR WALL SECTION MS03 N.T.S. TYP. TIE BEAM W/3000 P.S,L CONIC- W/1 #5 REBAR CONT. SIMPSON SP4 W/(6) - SOd X 11/2 SP5 OR SPS FOR 2x6 AND 2x8 WALLS ---��- DOUBLE 2x TOP PLATE STANDARD HOOKS SEE MSO5 FOR MORE INFO - TYP. FILLED CELL W/3000 ' P.S.I. CONC. W/1#5REBAR VERT. INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL 8" C.M.U. 2'x #2 SYP/SPF P.T. W/ (3) 1/2" X 8' "J" BOLTS OR (3)1/2" X 6" EXPANSION .ANCHORS OR (6) 3". X 1/4" TAPCONS OR (8) 2 7/8" HILTI TIX-DNI NAILS 2x BASE PLATE SEE 77- PLAN FOR MORE INFO N.T.S. #5 REINIE 20" MIN, LAP BAR q #3 OR 44 REINFORCING 7) BAR /B• 93 & #4 LAP SPI ICI 25" MIN. LAP REINFORCING HOOK STD. 90' $SBAR #51 AP SPLICE SCALER"-1'O" "MI LAP #6 REINFORCING BAR • GRADE 40 U.N.O. #6 LAP SPLICE MS05 REBAR SPLICE DETAIL - GRADE 40 N.TS- ATTACHMENT REQUIREMENTS SEE TAPCONS SPACING # ROWS 2 x 4 1/4" X-2aA" 12" O.C. 1 2 x 6 1/4" X 244" 12" O.C. 2 2x8 1/4"Xae%" 12°O.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. PRECAST iLINTEL w (2) 2X P.T. BUCKS W/. 1/2" O.S.B. BETWEEN FASTEN PT 2X NAILER TO MASONRY i IF DOUBLE 2X NAILER IS USED. USE 1/4"X 4 1/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED MS11 2x BUCK DETAIL LINTEL SCHEDULE LINTEL N0. LENGTH=FT. SAFE GRAVITY LOAD (PLF1 APPLIED GRAVITY LOAD(PLF) SAFE UPLIFT LOAD APPLIED UPLIFT LOAD PLF COMPOSITE BEAM 0 17'-4" 950 PLF 198 PLF 404 PLF 104 PLF 8F16-16/1T 16" MINIMUM ® 7'-6H 2661 PLF 131 PLF 1634 PLF 80 PLF 81`16 -113/1T ® 4'-6" 6113 PLF 131 PLF 2724 PLF 80 PLF 81`16 -18/1T 14'-0" 1002 PLF 167 PLF 559 PLF 152 PLF 81`16 -113/1T 2'-10" 6113 PLF 769 PLF 4460 PLF 398 PLF 8F16 -OB/1T © 7'-6" 2661 PLF 769 PLF 1634 PLF 398 PLF 81`16 -1B/1T 4'-6" 6113 PLF 769 PLF 2724 PLF 398 PLF 81`16 -16/1T O C O n O U PA 61 O 9 R�4R PT TOP n!R n>qe°O Wt'GT.aAR Patty. J� FdVWT 'O neaM AT so"'A" e 0 ov LNT4 uvm rpiq/N NEMGREING Ti/O"AGNdL "1 Em o ry LITER A.. .wnlwa wnni TYPE D=_SIGNATION F . rILL® um. GRd1T / J : iYV41EL .,A71Y CG •b PReNd AT 14-1o. OF LM4 CA 1 SFlro1r-18/IT NOMWAcmR , J LGJ"NAT T9 NOMM1 XEGXT REadq di TOF MATERIALS 1. Po precast linters = 3500 Pal: 2. f'c prestressed lintels =6000 psi. 3, f'c grout= 3000 psi w/ maximum 8/8" aggregate. 4. Concrete masonry unite (CMU) per ASTM C90 w/ minimum net area compressive, siren& - 1900 psi. S. Reber provided In precast IB"td per ASTM A625 GR60. 6. Flelu mber per ASTM A615 GR40 Or GR60. Prestressing strand par ASTM 4416 grade 2TO 1. relaxation. 7. 7/32 wire Per ASTM ASSO. 8. Mortar Per ASTM 0270 type MCI S. GENERAL NOTES 1. Provlds rull nprla head and bed joint.. 2. Shore filled names as required. 3. LTatalleTlan of Ilmel must comply with the archReoWns end/or atrtaturel drawings. 4. Lintels ere manufactured with 5-1/2" long hatch.. at the ends to accommodate vergl call reinforcing and grouting. 5. All Ilmels meet or exceed L/860 verbal Wheaton, except llntels 17'-4" and larger with a nominal height of 8" meet or exceed L/180. S. Bottom held added reba to b° located at the bottom of the i!ntel cavity. 7. 7/32' diameter wire Share one welded to the boom steel for mechanical anchorage. B. CestinPlece concrete nwy be provided In composite amel In lieu of concrete MgUaty units. 9. Sofa load ratings based On Patbnal deyfgo onalye s Par ACI 318 and ACI 530 10. boost min. depths are celled but on lintel plan. if contractor installs a deeper lintel then Indicated on the plan, doing this Increases the strength of the lintel and Is approved without englhemeng letter, if smeller lintel is instilled contact FOR for approval. SAFE LOAD TABLE NOTES 1. All volume Weatl an min rnum 4" hearing. aWdian: Safe loads WIf E lintels must W rmd Well by 20% H Waring length Is less than 6-1/2". Safe lamas for all recessed lintels based on 8" nominal bearing. 2, IN - Net Rated. S. Safe loads as total supedmposed allowable land on the sectlon specified. 4. Safe laeds based on grade 40 0, grade 60 field rebar. 5. Additional lateral lead decimally can be obtained by fie Weisner by providing addional reinforced masonry above the precast lintel. 6. One #7 tabor may be substituted for two 95 rebers In 8' lintels only. 7. The, designer may evalWba Mnoshombed leads from the sale Had tables by calculadng the mexlmum nNilating moment and shear at daway from the face of support. 8. For composite Ilnlel helghta rot shown, use safe bad horn next lower height, 9. All safe loads In units of pounds per Ilnear faot. PRECAST "U" LINTEL W/3000PSI CONIC. AT OPENINGS SEE GENERAL CONCRETE LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT HURRICANE ANCHORS (TYP.) GROUT SHALL BE FLUSH WITH TOP OF WALL 1.0. STD. 90 HOOK HOOK STD. 90 DEGREE J REBAR ON BOTH SIDES ANGLE 3000 P.S.I. OF OPENING U.N.O. t%NC. W/1 #5 DIA. REBAR 41 PROVIDE KNLFORALL - BLOCK FOR ' COMPLETE • BELOW SILL .". W/ (1) SS BWINDOW OAND LARGE . . CMU U.N.O. N.T.S. TYP. BOND BEAM S"xS'x18"K.O. LINTEL BLOCK FILL W/3000 P.S.I. CONC. W/1 #5 DIP REBAR INDICATES FILLED CELL FROM FTG. TO BEAM WRH 1 #5 DAR MIN. TYP. DOWEL 25" MIN. LAP (ACI 530) O�gL1YT1111/11 >��`ee�4v��ta ORR St°i�s�'s of :sLH 1111 1AYILTTr. 3 F _ o 00 r< W c�v@@ IB (� W W Irg X m a N .� ik i# 4k Q Ig .Y Ogg w mN Ime1 (A NmP 8 W 0. a 3 w ag-�J a w.m gj� ZL�m it 00 OB a LL3 8 re, o Fi V) v ug= W U N w a WWK'.FDSENG.COM 0 ❑ El Z o _ O O Z N O aN_ o_ Tti Z N L!1 ro p t iw s c M m U=C4E F O0 CO @ to) IX1` �i I'Ti-lr 1Cl 7Q O 4 N o m A DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: C Un 1i O > O) U m a o J W� M o Jm(n(n n 111, Model Name / Number: 1820 ♦ Plan Issue )ate: Thursday, Apnl 15, 2021 T1 KA PROJECT NUMBER: 21-3955 Sheet: Of: e oca LINTEL PLAN ALL ELEVATIONS ° SIMPSON HETA 16 2x6 #2 SYP P.T. EACH END W/ (2)'/"x5" SEE FLOOR PLAN WEDGEANCHOR O FOR BEAM SPEC. OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT W/ WASHER. MIN. 6 PER TRACK TO JAMB. 5 1/2" DIA. x 8" O 1/2" X 8" A.B. W/2" ° "J" BOLTS WASHERS SET IN ° FILLED CELL W/ 95 TYP. FILLED CELL n n VERTICAL MIN. 5 PER JAMB. o " SECTIONAL ® OVERHEAD CONT. P.T. #2 WOOD SYP2"X6" DOOR TRIM t t *'- oo ,. E i� •r.• r r a 2°x6" P.T. WOOD JAMB d ' n, - aa0 CIS DOOR AND CONNECTION PER , :Urc GARAGE DOOR MANUFACTURER GARAGE SLAB ° TYP. GARAGE DOOR L O 6`y` TRACK MOUNTING DETAIL ca a IJ t®t NOTE: DETAIL CD22 / S-2 MAY BE SUBSITUTED FOR THIS (GARAGE DETAIL - UNLESS NOTED OTHERWISE NIS12 OVERHEAD DOOR ATTACHMENT N.Ts. (:- 1 ENTRY CMU COLUMN/BEAM N.T.S. . 8 W. ~ m I � g4 W CO F. F ga Q J J J LL w LL �m�mR M �NN�m E. ~ BLOWN -IN R-30 INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH - c 4 3 �� O PERMIT APPLICATION PROVIDE BAFFLES BLOWN -IN R-30 INSULATION PER 12FBC AT EAVES (FOR VENTED ATTICS) g W m g n m m WITHND ENERGY FORM PERMIT APPLICATION SUBMITTED SHINGLES OR TILE ROOF (PER ELEVATION) k 8 12 y SEE PLAN PROVIDE BAFFLES AT EAVES \ OVER APPROVED UNDERLAYMENT m R J N SEE PLAN (FOR VENTED ATTICS) \ PER FBCR 905.1.1 OVER APA s $� ❑ ❑ ❑ PRE ENGINEERED WOOD ROOF SHEATHING - SEE SCHEDULE- www.wsovc.coM FIBERGLASS SHINGLES OR TILE ROOF (PER ELEVATION) OVER APPOVED UNDERLAYMENT TRUSSES @ 24 O.C. ' [RSH) - ON FRAMING SHT. FOR SHT'G&FASTENERS. ,n ^ PER FBCR 905.1.1 OVER APA L'N"Y , Y ' I ' i 1�. ! L , ' 1 — o ' I" TRUSS ANCHOR (SEE PLAN) z z N PRE-ENG. WOOD TRUSSES @ 24' O.C. ROOF SHEATHING -SEE SCHEDULE- [RSHISHTG- ON FRAMING SHT. FOR ' ' �t�-ti�A'�--%-�`-'�-�'� _ - _ SEE PLAN FOR, BRG. HT, z SHT'G &FASTENERS. i 1/27 DRYWALL. - _ - ' TRUSS ANCHOR (SEE PLAN) FELT PAPER OR TRUSS PLATE • ° ETAL DRIP EDGE ti z N 1 1 1 1 11 } i T BE IN ALLED ON OUTSIDE 0 ST NAILER � � 2x SUBFASCIA (TYP.) FRAME FOR BUILT-UP O m 11�1 ' FACE 3/4"P.T. 1/z" DRYWALL �r SOFFIT. SEE ARCH. CORNERS min (3) 2x4 OR 44 2x4 POST UNDER EA y g w TL3 PLANS w/ m •!,j 1/Z" DRYWALL -a-METAL DRIP EDGE CURTAIN NAILER 1 x 4 P.T. @ WINDOWS r ^ B x B x 16 K.O. LINTEL BLOCK 2 X 4 P.T. PLATE END OF SUPPORTING BEAM. KEEP IN 3/4" FOR SHEATHING NAILED w/ 8d NAILS @ 6 ' - Q — CONNECT ALL 2x STUD 2X SUBFASCIA 1 x S P.T. @ S.G.D. N O.H. W/ (1) #5 DIA REBAR & AND LATH WITH FINISH O.C. = M 1 TO TOP PLATE WITH (4) 16d TOENAILS SOFFIT. SEE ARCH. "U" H S� ELEV. M 3000 PSI CONCRETE (TYP.) ALL SIDES / i °7� (TYP-) FRAME FOR COR- /l OO ~ M uUi f° N o - I PLANS PRECAST LINTEL oQ ,O HERS FOR NON LOAD � _ ° 8 I i/z" DRYWALL _ SEE SCHEDULE N °° FfO.°° 0.°° 0� BEARING SIDES NAILED . _ 6 SEE PLAN FOR HEADER SIZE u P < v° v° w/ 16d NAILS @ 8 O.C. O g of0 l \ Y N o m elm OPTION'5/32' O.H.OH OSB EXPOSURE 1 ON EXT, WALL W/ ALL EDGES BLOCKED. / 1/2" x 8" J-BOLTS 1 CENTERED EA. ( ) (TYP.)4 COURSE HIGH A.F.F. i ® DAMS HOMES MAXIMUM OF (3) 2X PLATE$ MAYBE ADDED BELOW THE HEADER W/ EACH SEE ELEV. $EET613 FOR NATLATTACi4MENT. (� SIDE W 2" WASHERS / i CMU BASE FILLED w/ CONC -- FLORIDA CONTRACTORS LICENSE N0. CRC1330146 PLY ATTACHED W/ (2) ROWS OF 16d (OPTION) STAPLE: 16 GA. 1 3/4" STAPLE @ 2" O.0 EDGES AND FIELD. r NOTE: 44" MAX. SILL HGT. ON A FILL CELL -(1) #5 DIA �P) W/ (4) VERTICAL RENF W/ HOOKS INTO FIG & AT TOP NAILS AT 8" O.C. ALL BEDROOM wmoows. „ REBAR W/ 3000 PSI CONC. ALL LOCATIONS OF COLUMN PLAN AZ -Al 3000 GULFBREEZE PARKWAY SHOWN ON FOUNDATION GULFBREEZE, FLORIDA 32563 VINYL FRAMED WINDOW W/ SCREEN & FLOOR PLANS DIVISION LOCATION: (G.0 TO VERIFY W/ FLOOR PLAN " N LOCATION OF OPENINGS IN P SIMPSON LSTA30 SEE FLOOR PLAN PORT ST. LUCIE EXTERIOR WOOD WALLS. IF NO OPENINGS ARE INDICATED, FULLa w/11-10d TO BEAM FOR BEAM SPEC. STUDS ARE .REQUIRLD)• & TO FRAME BELOW VI Job Information:. NOTE, 44" MAX. SILL MGT. ON ALL BEDROOM WINDOWS. VINYL FRAMED WINDOWell `y WINDOW STOOL W/SCREEN / CEMENTITIOUS DECORATIVE PER SPECS h PRECAST CONIC SILL FINISH 7/8 THICK PER ASTM PAPER RACKED FOIL R-4.1 u INSULATION AT CMU BLOCK WALL P u 1 2x STUDS (SEE FLOOR PLAN FOR MORE INFORMATION). SEE TB13 E INFORMATION). PER FRO AND ENERGY FORM v y EXTERIOR FINISH 1/2' DRYWALL / ON 6 SUBMITTED WITH PERMIT (SEE N 14 FOR NAILING INFORMATION FOR APPLICATION DOWEL #5 D FIG. DOWEL #5 DIA. REBAR c d' R-13 INSULATION AT EXTERIOR WALL SHEATHING. I x 2 P T FUR NG 17" IN CONCRETE - 25" W y ,-, M i WOOD FRAME WALL PER FBC AND ENERGY FORM SUBMITTED P.T. 2X #2 SYP. BASE PLATE w/ i/2 x B A.B. OR 1/2" z S"TREN /2 x ( 1/32" 1 x 4 P.T. BASE NAILER EXTEND (ACI 530) ABOVE SLAB.ONS SHOWN SLAB. ALL LOCATFOUNDATION SIMPSON HETA20 Al Al BUILT-UP CORNER MIN (3) 2x4 N y WITH PERMIT APPLICATION HD) WASHER O.C. WOOD BASE PLAN FOUNDATION PLAN Yy 10-10d TO COLUMN / OR 4x4 POST w/ 2x4 UNDER WOOD BASE MIN, 6" FROM END SEE WS07 POST ' EACH END OF BEAM F- � U W 01 n- SEE FOUNDATION PLAN FOR TERMITE SHIELD ' SEE FOUNDA ION PLAN FOR , ' ' ® LL.I D m o FOR SLAB INFORMATION - — -. - — - TOP OF SLAB _ _ SLAB INFOR TION .• •.. TOP e _ Il— OF SLAB NOTE: ' 2 X 4 P.T. PLATE �'. 0 v A P L+- V A V J _ • . a� BOTTOM STRAPS MUST BE ♦ Model Name/ Number: A INSTALLED ON INSIDE OF o GRADE ' ? �I GRADE COLUMN. DO NOT BEND Tt.; ° - y STRAPS UNDER PLATE. °� 6 ° ��g 1S�o ( i PLACE STRAPS IN FILL ♦ Plan Issue Date: • CLEAN ° ;SEE PLAN FOR Pbu P.)4000RSE HIGH CMU BASE CELLS w/#5 REBAR . (TY COMPACTED , - N , RE -BAR QUAINT TIES _ FLLED W/ CONC - SEE PLAN FOR FILL SIZE. TOP OF COLUMN BASE - Thursday, April 15, 2021 SEE PLAN 2'-0" AFF ♦ KA PROJECT NUMBER: SEE FOUNDATION PLAN SEE FOUNDATION �e - 16" FOR FTG REQUIREMENTS PLAN 21-3955 NOTE: DETAIL CD21 / c-2 MAY BE SUBSITUTED FOR THIS Sheet: 'r Of CD22 ENTRY CMU DETAIL- UNLESS NOTED OTHERWISE COLUMN BASE w FRAME ABOVE N.T.&. / WS®2 TYPICAL WALL SECTION EXTERIOR FRAME 3/4" 1-0" WS01 TYPICAL WALL SECTION - 8" CMU 3/4"=r-o" TYPICAL FRAMING DETAILS STRUCTURAL SHEATHING CUP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE EXTERIOR SHEATHING ATTACHED PER NAILING ' SCHEDULE T813 ON SHEET B STUD ANCHORING: STUD TO TOP PLATE: R-19 INSULATION AT EXTERIOR SIMPSON SP4 WOOD FRAME WALL PER FBC , AND ENERGY FORM SUBMITTED. ' WITH PERMIT APPLICATION 2 X:4 SPF (WHEN EXTERIOR WALL LS ; AT 16" O.C. EXPOSED TO INTERIOR SPACE) 2 X 4 P.T. �, STIVD TO BOTPLATE: SI PSON SP4 LINTEL NOTE: HOLD FRAMING 1/2" ANCHOR BOLT BACK FROM FACE OF BLOCK @ 32" O.C. FOR SHEATING TO BE FLUSH WITH BLOCK FACE 8" CMU WALL %ot%IIII 111111114 e WF21 KNEEWALL @ ENTRY FRONT WALL O PROVIDE 2x4 ON TO OF 2x8 TO BLOCK OUT 2 ROWS 12d @ TOP PLATE ATTACH W/ 3" O.C. OUBLE 2x4 °o ' f'.FT. S..I �? (2) 12d NAILS O.C. TOP PLATE (SOLID BLOCK w/2x6) I110%Tr1�` O 449 H .2x4 STUD N, PER PLAN 2x4 BEYOND AGAINST 2x8 STUDS OP SPLICE NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OUBLE 2x8 TO TOP PLATE W/ (4)16d TONAILS (2) ON EA.. TOP PLATE SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN TOP PLATEW 8tl 21 Z" x 0.131 NAILS ($I M. w/ 2x6 * NOT REQ'D: WHEN QT SYSTEM IS APPLIED 2x4 w/ 2 ROWS OF Eg W I w STUD S) - cc00 m r EE . a" u) 12d NAILS @ 3" O.C.. WOOD BEAM S = 4 TOP PLATE TRANSITION PLAN FOR SIZE HUC2SIMPSoNHucalooR(2) L)o 6m ' N TO BUILT-UP COLUMN o� S„C1131,1fir O d N PIPE OR DUCT w/ OUBLE12d �1 'ey� w a PENETRATION THRU TOP SPLICE �,,� SUPPORT COLUMN BUILT-UP MIN. ,�,8 E $ uj a TOP PLATE W/ MORE i NAILS4@ B" O.C. EACHPLYd H �.� � O 2�.;.s a. x. 3THAN 50%OF TOP ROWS 12d i �� (SHOWN AS 4x 4) "ePLATE WIDTH INSTALL @ 3" O.C. `° O w (2) SIMPSON HETA2ds a®$ ly rR' , � ¢ O SIMPSON PSPN516Z q ws^ mw/ (12) 16d NAILS TYP. y7', �i� `+y ALT: (2) MSTA 36 STRAPS`�'aTOP & BOTT. TYPICAL BLOCK CENTERED w/ (13)-IOd NAILS B C-NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OTTOM SPLICE ETO TOP PLATE W/ (4) 16d TQNAILS (2) ON EA. OVER STUD WALL ' Ea TO COL. 1 wW o .+ TIE BEAM ,.°_ g 'u'� WWW.FDSENG.COM ❑ ❑ ❑ SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ (1) SIMPSON H2.5A CONNECTOR @ EA.: STUD TO `-0 4 TOP PLATE W 8d 2 1 2" x 0.1-31 NAILS z * NOT REQ'D. WHEN QT SYSTEM IS APPLIED o s — o z N 0 _ NOTE: Z PLATE LENGTHS MUST BE AT ¢ LEAST 8'-0" LONG. TYPICAL a WF17 TOP PLATE SPLICE DETAIL 3/4" =1'-0^ CD04 BEAM @ RAISED ENTRY MASONRY WALL N.T.s. — Ow N ON n s 2x8 SYP #2 W CJ u TOP &BOTTOM O c �6 j� I ATTACHED W/ (1) ROW 16d 2x6 SYP. #2 w N o " m NAILS @ 16 O.C. RIPPED �v = N� 1# � BOX HEADER DETAIL 5a4'i2bh ,.xtRi-l'c.a'a.." Q N O tl0 db' * CRIPPLES MAY/MAY NOT BE PRESENT. 7/16" O.S.B. VERIFY HEADER ELEVATION DAMS HOMES Q IF ONLY (_L) KING AT EA. SIDE (1) JACK USED 2X BLK'G. Q EACH SIDE OF OPENING G.C. TO TO O.S.B. W/ 2 -,8d INSTALL (3) TITEN HD. EA. END (2) 2 x4 LAMINATIONS W/M ROW OF STAGGERED 10d (3) 2 x 4 LAMINATIONS W/ (2) ROWS OF STAGGERED SBd (3) 2 x O LAMINATIONS W/ (2) ROWS OF STAGGERED lad 5/8" X 8" EQUALY SPACED PER SIDE INTO CMU AT COMMON WIRE NAILS (D=0148" I!3")OR EQUAL COMMON WIRE NAILS (ONE INTO EACH OUTSIDE FACE) COMMON WIRE NAILS (ONE INTO EACH OUTSIDE FACE) JACK TO HEADER NO BASE EDGE VIEW HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL JACKS KINGS JACKS KINGS SIZE EA END EA END EAEND EA END LESS THAN 4' (1 2 (I) (2 >4' BUT <9' (2) (3) C2) 1 (2) W-0" - 6' 3 4 3 4 HEADER ANCHOR FLORIDA CONTRACTORS LICENSE NO. CRC1330146 NAILED TO TOP PLATES, HEADER &JACK 3000 GULFBREEZE PARKWAY HEADER SIZE No. &SIZE OF RAFTER TIES GULFBREEZE, FLORIDA 32563 &GRADE EACH END DIVISION LOCATION: SEE PLAN FOR (2) LSTA 30 BEAM SIZE PORT ST. LUCIE . (D-0.102",L-34/2")OR EQUAL (0=0.162%L_-3.1/2)ORBQUAL CONNECTOR REQUIRED Job Inrmation: � fo 1)) A� ACENT NNLS ARE DRIVEN FROM 3) FOR 4-PLY. PROVIDE 1/4"qA, x 51/2" LAG OPPOSITE SI DES OFTHE COLUMN, SCREWS OR EQUAL (SPACE AS SHDWN FOR 3PLY) (31 1 SP4 AT SEE PLAN SEE SCHEDULE 2x CRIPPLES @ 16" O.C. 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NDS SECTION 15.3 FOR THE THICKNESS OFTHE LAST LAMINATION, ADDITIONAL INFO. COM ON 24" O.C. NAILS TYP) FOR W LI_ W/ SIMPSON SP2 TYP, � 1zd NAILS HGT. TOP AND BOTTOM 2-Rows WF37 TYPICAL COLUMNS DETAILS N.I.S. STAGGERED@ 12" O/C EACH WHEN STUD LENGTH FACE OR3-ROWS IS LESS THAN 12" USE 12d NAILS STAGGERED @ 1z" 0/C FOR 2 x 30 LSTA30 STRAPS AT EACH ---► HEADER PER LOCATION STUD WRAPPED OVER OR GREATER HEADER TOP PLATE & NAILED FOR OVERHANGS GREATER THAN • = FILL 1ST. 4 COURSES TO HEADER EACH SIDE FILL ALL HOLES IN DOUBLE 2 x #2 LO O LO 11/2" CONTACT FOR FOR �N.•, SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) 7/16" OSB W/ 6CI NAILS @ STRAP. S.Y.P. HEADER W/ PLATE O 0 a Lu o) M 16" O.C. TO SIDE & TOP NAILER 1/z FLITCH HEADER. (U.N.O.) a o ai ~ 2x W/ (2)16d TOENAILS SOd NAILS @ a"o/crrP' AS T-I 0 3 BLOCKING `, MM U W M 0_ EACH END TYP. D F REQUIRFILLINGED DOUBLE 2 x 4 .REQUIRED FASTENED TO J LJ J LL 2x4 SPF CONTINUOUS BLOCKING, ATTACHED TO 7/16" OSW{' 'k CRIPPLE STUD HEADER W/(z) Rows TYPICAL N•N.O.) OF 12d @ 16" O/C UNLESS NOTED OTHERWISE Q J m U) (2) 8d NAILS. SEE DETAIL ABOVE O Model Name /Number �. ;. F.F. SEE ELEVATION FOR ROUND/ 2 x 4 STUDS TYP. 1820 OVERHANG • ; ,: : ,i '�a- SQUARE TRANSOM SIMPSON(18) •r.•"� `r. �r. CMU &A5 16d /8" CMU NARS ® Plan Issue Date: Ilk EXPANSION ANCHOR WIG" EMBEDMENT U.N.O. Thursday, April 15, 2021 BOX HEADER :N •, : 'L; OpF 'S OR 81/2" AT GARAGE Nf ® KA PROJECT NUMBER: _ W/ (2) A35 STEP DOWN EACH END * * HOLD DOWN CONNECTIONS P.T. BOT. PLATE .1 21'3955 ` FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" NOT REQUIRED @ BEARING WITHOUT UPLIFT 7,-0II MAX NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ'D. WINDOW OR DOOR OPN'G WALLS or: Sheet S4 MS18 RETROFIT WALL OVERHANG DETAIL N.T.S. EWF39 TYPICAL WALL DETAILS TRANSOM DETAIL AT ENTRY 1/2"=r-o" WF09 WALL HEADER DETAIL N.T.s. FILE COPY 2X4 #2 SYP BLKG 9 16" O.C. W/ MAX 9" UNSUPPORTED "DIAGONAL SPACED AT 20'-0" O.C. MAX (2)16D NAILS EA END. SEE (RSHI IBLK,G - SAME SPACING AS BOTTOM CHORD LATERAL BRACING -- , SCHEDULE FOR SHEATHING ATTACHMENTS. F> 9" 2X4 #2 SYP ' TO BE LESS THAN , (MIN.. FIRST 4 BAYS) 1. 16" O.C. � OR EQUAL T045° - -- MINIMUM 2'x4" - 8d NAILS " ® 4O.C. IF> 9" CONT. 2X4 #2 SYP W/ (2) CROSS BRACING "• 3oD X 0.1310 8" O.C. EA. SIDE I (SEE PLAN FOR - + '. ' ° ,.. �' ss J WALL AND ROOF SHEATHING SEE TB13 LOCATION) :ss'' BLOCKING FOR SPECIFICATIONS y 2x4 SYP L BRACE FOR 2x4 SAPPR SPF CROSS RRDGE GABLES 3%0" TO 5'41" TALL. i y, 2x8 SYP L BRACE FOR + s sas THEN 12O.C. EACH AFTER. & GABLES 6'-0" AND TALLER. T REQ 'D WHEN GABLE IS ATTACH L BRACE w ' (NCROSSING 12d NAILS @ 4" O.C. 4'-1" OR SHORTER) ASTEN (1) SIM ON HGA1O CONT 2x4 SYP OR SPF SPANNING (4) RACE CONNECTOR FROM GABLE TRUSS TRUSS BAYS (8'-0") NAILED IAGONAL BRACE TO SILL PLATE w/ 10d @ 3" O.C. (3) 12d - - ' W/ 3-12d TO CHORD (MIN LO K/PLATE NAIL GABLE TRUSS i PER JOINT 1ST 4 BAYS) f� TO TOP PLATE w/ - ` CONTINUOUS LATERAL BRACING 16d NAILS ®4" O.C. 2x8•T. PLATE "x ANCHOR BOLT �~ _ , NAIL OVER X-BRACE AS SHOWN- 2x4 SYEp OR SPF BLOCKING 4 BAYS AT O.C. " INSTALL BLKG. AT TRUSS WEBS x-BR ACING -2x4 SPF OR AC NG U S FD BETVd EN TR SSE 48, KNOCK OUT COURSE O.C. MAX. FASTEN TO EA. CONTINUOUS BOTTOM CHORD BRACING 2"x4MIN. FOR NAILING SYP 12d @ EACH TRUSS w/ 342d NAILSE MASONRY WALL D TRUSS WEB NAIL TOP OF "T" TO GABLE I ROOF SHEATHING, SEE TRUSS w/ 2-12d AND 1 T613 FOR ATTACHMENT OVER JACK TRUSSES, SEE TB01 TYPICAL CROSS BRACING DETAIL N.T.S. TB02 TYPICAL CROSS BRACING DETAIL N.T.S. SIMPSON HS w/ ;' 1o1odX11/2"NAILs P"N' FASTEN (1) SIMPSON HGA10 @ 4S" O.C.w/ 81/4"x11/2" �T _ _ - BOB WOOD SCREWS GABLE BLOCKING w/ 2-12d TOENAILS TOP � d ✓, �'' PROVIDE 2X4 MIN. BLOCKING AT CENTER LINE OF HIP/RIDGE, TYP. - OIL END TO TOP PLATE / BEAM TRUSS w. 2-12d FRAMED WALL OR BEAM AND 1SIMPSON HS.w/ ``eq♦Q a<< •'c V BETWEEN TRUSSES W/ (2) 12D BELOW, SEE PLAN. 10d x 1 1 2" NAILS c, ,•" �'' 4 '• CHORoACHEND TOTRUSS TOP @ WOOD FRAMED WALL @ DUTCH GABLETYP ys w Of A TRUSS ALTERNATE TO BLOCKING PRE-ENGINEERED PVERLAP TRUSS BRACING Mo J \OC �L r..•-� GE01 GABLE END BRACING N.T.S. - WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP , ". G A TRUCTURAL ---- PACE a'/4n G.T.SHEATHING IiLITT\` N ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 TOP CHORD WHEN REQ'D NAIL TO TOP CHORD OF HIPPED TRUSS W/ TO PREVENT SHEATHING JACK)KG.T SPAN FROM EXCEEDING RUSSE 12d NAILS ® 6" D.C. MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D). (2) 12D NAILS MINIMUM (3) 12d ROOF AT 12" O.C. MAX SHEATHING PER JOINT MINIMUM 2"x4" SPF OR y SYP TRUSS BRACINGSEE SPACED AT 10'-0" MAX g��g5gPtL 00 In PLAN � $c�8�LLBETWEEN F L`'iPi m °rD 2X4 BLOCKINGIp TRUSSES HIP TRUSS $ W a d, m TrM _CF� iw213 T(1Y,B-A ¢w3cLL TB03 HIP / RIDGE BLOCKING DETAIL N.T s. TB04 TRUSS BRACING OVERLAP DETAIL (TYP) N.r.s. ggm Z� ` Qa k O - u1 p y FG@, W U N Fn 12L^.a W .NSENG.COM ❑ ❑ ❑ z Z M TRUSS NOTES: Z TV a i 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSIfTP1-2014 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OFACCIDFNT , / ) '1 Z A IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED CONCENTRATION OF ANY N V I M �f TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS THEY SHALL BE SPREAD OUT � CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANYONE AREA EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANYONE TRUSS. m w 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL � g LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20%0" O.C. MAXIMUM. U 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3-126 NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT O I ATTACHED DIRECTLY TO THE BOTTOM CHDRD OF THE TRUSS. B. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. � J _tom. SEE TYP. TRUSS BLOCKING DETAILS SHEATHING d �i1• 3 TO 4 TRUSS X4 AS SHOWN = O % U Np �j 7-'Q TRUSS SPACES ALTERNATE DIRECTION Cj .�.•. Ya Q N 0 YA �# \ Id RU DAMS HOMES VEFTCAL SCAB 2X8 #2 SPF 4W O.C. W/ (4)12d TOP & BOTTOM) TRUSS HB SEE OR HCLR/LL IN PLACE OF (4) I N TO TRUSS " FLORIDA CONTRACTORS LICENSE NO. CRC1330146 qO REQUIRED 0 RAFTERS GREATER THAN 8'- ' B-B 3000 GULFBREEZE PARKWAY SEE PLAN DOUBLE SEE STRUCTURAL NOTES AND NAILING 9" UNSUPPORTED GULFBREEZE, FLORIDA 32563 OUBLETOP PRE -ENO. TRUSS PLATE TOP PLATE SECTION B-B SCHEDULE FOR SHEATHING DETAILS IF 9" 2X4 #2 SYP VARIES w ROOF BLKG @ 16" O.C. DIVISION LOCATION: STUD WALL SEE PLAN SLOPE PORT ST. LUCIE \ SEE STRUCTRURAL' Job Information: CONY. FRAMED RIDGE MAYBE NAILED MIN. VERTICAL SCAB 2xa #2 \ \ / / \ 2X4 SPF BLOCKING / NOTES AND NAILING ,� SCHEDULE FOR IF > 9' CONT. 2X4 #2 SYP (a)12d WHEN LANDS SPF 48" O.C. W/ (4)12d \ / \ BETWEEN TRUSSES / �. SHEATHING DETAIL W/ (2)10D X 0.1310 8" N.TR NEXT TO PRE -ENO. TRUSS y,a gW NG. NNLED ® EACH TOP & BOTTOM OR H5 OR \ \ @ 48' O.C. MAX. / / /� �' i O.C. FJL. SIDE SIDE w/ (3)1.2d NAILS WHEN HCLR/LL IN PLACE OF (4)120 REQUIRED w/ (2) MT312'S REQUIRED 0 RAFTERS GREATER \ \ / / \ / i 2X4 #2 SYP BLKG @ 18" i ' ' I / I B iHIW s'-o^ \ 2x4 SPF BRACE \ / I OR 7/16" MIN. w/ 8d NAILS @ 3" \ @ 48" O.C. - NAIL w/(4) \ i i O.C. EDGE & 6" O.C. FIELD END SEE (R HI SCH DOLE ♦ i . I COLLAR TIE EVERY 3M \ 12d AT EACH END & \ \ ALTERNATE DIRECTION FOR SHEATHING ATTACHMENTS. I 2x4 L BRACE FOR GABLES 3'-0" ` `` O SHfiATHI RAFTER \ \ (MIN. FIRST 4 BAYS) '� TO 6'-11' TALL. 2X6 L BRACE FOR �` I \ ♦ I I GABLES 6'-0" AND TALLER. H 2X4 BLOCKING BETWEEN CB BEVEL CUTS .�`♦ �'� �' ATTACH L BRACE W/ 10d NAILS `♦♦`♦Y,< TRUSSES w/ (2 12d NAILS (OPTIONAL) ANT. . , , 2x4 SPF CROSS BRACE ' AT 4" O.C. 7 Z N ,� 0 EACH END, EACH BAY Ts / / TRUSSES 8" FROM RIDGE ♦^ ��� I cLn p B 2X4 SPF W/ (2) #7X3,1/2" ALTERNATING DB WOOD SCREW EACH TRUSS "O.CI / / SEE PLAN THEN 4. THEN 48" O.C. AFTER. NAIL ' ♦• ♦ ' '♦ ♦ w/ (3) 10d ® EACH END & @ ` GABLE TRUSS I J I�i.l d � OR HST eLocwNG / / , ♦ ♦ 1 CROSSING AT 45'ANGLE. i ♦ ♦ I N. y M O PRE-ENG. TRUSS \ / / �' (NOT REQ'D WHEN GABLE t0 Oj - CONT. ROOF SHEATHING AT TRUSS TOP \ / / IS 4'-1" OR SHORTER) ,� ` `♦ j � STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP. \ \ / / / , ♦ ♦. m SEE PLAN FOR CONNECTION SIMPSON A34 OR \ \ / / ' ♦ ♦ JACK TRUSS ♦ ♦ I I SEE PLAN FOR r i' J W M o e ..2x4 P.T. BLocIVNG BETWEEN TRUSSES W/ NAILS M DIAGONAL WOOD •*• 2X8 #2 SYP RIDGE BEAM (USP MP4) @ \ \ / / 2'-O" ON CENTER \ \ / / . CONT. 2x4 SPF SPANNING `� `♦ i CONNECTION (4) TRUSS BAYS (8 FT) NAILED `� \ I J m (� LL (2}12d AT8'O' TRUSS \ ^ / 2X4 SPF BLOCKING Mode Name /Number, EACH END MAX 2x8 RAFTERS* 2•-O.O.0 ON TRUSSES Y' TO 2x4 BLOCKING @ 4" O.C. ♦ . I MAX. w/ (3) 12d COMMON 0 24W @ 24° O.C. MAX.w/ TO CHORD . I N WALL BELOW TOENAILS TO RIDGE BEAM (SEE PLANS FOR TYPE) 2x4 RAFTERS FOR SPANS LESS THAN 4 Fr 0 2%0' O.C. MAX W / (3) 10D \ / \ (3)12d EA. END (TYP.) SEE PLAN / \ MIN 1ST 4 BAYS I ) fi41 \ ♦ 1820 CONC. MASONRY J \ — STEEL OR WOOD COMMON E NAILS T RIDGE BEAM. 2X4 CONT. AT V Plan Issue Date: T & 8 CHORD BEARING SUPPORT Thursday, April 15, 2021 TYP. WOOD TRUSS BLOCKING AA ALTERNATE BLOCKING 1/2"SPACE 2x4 SPF BLOCKING BETWEEN NAIL TOP OF"T"TO 2x4iBLOCKINGW/ TRUSSES @ 48' O.C. MAX GABLE TRUSS W/ (2) 12d TOENAILS V1 KA PROJECT NUMBER: @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING (2}12d&(1)SIMPSON ' SEE PLAN FOR MORE SHEATHING H8 W/ (10) 10d X 11/2' MASONRY WALL/ UNTEL INFORMATION NAILS OR WOOD BEAM/WALL 21-3955 SEE PLAN FOR MORE INFO 2x4 S.Y.P. @ 16" O.C. (MASONRY SHOWN) Sheet: S Of. GE21 SECTION @ DUTCH GABLE TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.S TB EXTERIOR NON -BEARING WALL DETAIL N.T.'] ROOF FRAMING AND BRACING DETAILS FILE COPY \\\\\ 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 Thermal rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predril ling 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 3/161' 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 11/4" EMBEDMENT INTO THE MASONRY JAMBS. 6' 6„ 6" 6„ SINGLE DOOR d 6" SPA EVE R5 I„ 3PA EVE a SINGLE DOOR W SIDELITE SINGLE DOOR W/ SIDELITES 6„ 6„ 3" n 6"3,. 3m U 3" 3" 3hh 30 3r, f 3n 3" 3" 3" 3m 6' 6' 6n 6rh DOUBLE DOOR W/ SIDELITES V 6„ iPACE NEN LY i" 6 6, 341,L 1,37 6m SEALANT u L NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING ° NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. S'e �ecR LmevalleYM centering �a - ;36'vdde erlannTead Win iGuay riderpmofing Ingle 00% PJnderieymenta QukvaleM Or to �orwe. ss Wee '00 ``' Rake •,o nonnol ne 6" of Embed each shhve ..glottal Edge 2 r valley cam nnine In "s2"w1dppnf Clenientsp(haH rag Ing Cxd 2" --` e dlannallV oPfupper oRrerortrlmmeT SaV97" pieces to use In 5th5v.. p m e. . J Cut a in es 2" back from valley certtereM SHINGLE INSTALLATION GUIDE ' ROOF CRICKET: .MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY ITEXTURED, PAINTED BEHIND FLASHING LOCATION$) ExrER. WALL FINISH AND IXTENDINOA MINIMUM OF 6" ABOVE B' X 6" H GALV. VERTICAL RISE OF FLASHING VERTICAL WALL BASHING CONT. AT KNFEWALL T ENTRY PLASTER STO SEAlAM ROOF SHINGLES 8" X 8" H GALV. FASHING CONT. m FLASHING DETAILS NOTE: THIS DETAIL IS REQUIRED 6" HO" FLASHING AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS FLASHING DETAIL AT CRICKET ZKNEEWALL INTERSECTION 6" SPACE EVENLY 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 DUCK 6" , INSTALLATION OF WINDOW ATTAC H M ENT N.T.S BUCK STRIPS - 1x4 (DEPTH OF WDW. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS 1/2" DRYWALL FLAT HD."TAPCON" SCREW THRU ; DOUBLE DOOR THE W'DOW FRAME INTO MASONRY JAMB MIN. 4" FROM END AND MIN. 16" C.C. —1/8" SHIM SPACE i EXT. FINISH a EDGE WINDOW I DRIP IN OW SEALANT BACK OF JAMB GENERAL CONTRACTOR TO COORIDATE SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING LOCATION O BARRIER T E 1'-O'r IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE FILLED PVC. PIPE. 0 TOP OF SLAB ("r) v 00 Z 1 ILIIli it° f - it � Ir 1 p z I ' ,0 16" MIN. DIAMETER I - 1 ° ° 1 CONCRETE FOOTING 1 PROT CTIQIVBARRIER DETAIL N.T.S. WINDOW INSTALLATION N.T.S �I sae 1112' MIN. EMBE'bMLE1T 2X WOOD FRAII�WE � UbL7D SCREW BY OTHt i2S SHEATHING By OTHER5 CAULK' BETWEEN FIN 35REATHING EXTERIOR 31ar i FINISH BY OTHERS PERIMETER 1/4" MAX CAULK SHIM SPACE BY OTHER5 O.A. WINDOW HET0HT XTERIOR II ?" Th1TEF2IGIR TYPICAL FRAME OPENING RB062.B.d DRIP EDGE. PROVIDE DROP WOE AT EAVES AND EahBLES OF SHINGLE ROOFS. OVERL"P TO BE A MINIMUM OF Bin (76cInl. EAVE DRIP EDGES SHALL EXTEND win BELOW SHEATHING AND EXTEND BACK ON THE ROOF MINIMUM OF an. DRIP EDGE AT EAVES SHALL BE PERMITTED TO BE NSTPLUD EITHER DVER OR UNDER THE IJWF AYMENT. F INatAOP" DVER THE UNDERLAYMENT, THERE SMU-BE A MINIMUM 4nn WIDTH OF ROOF CEMEM INSTAL= Wall Planning:: #2 Spruce/Plne(Pir Or Better SINXone =Old 9vew12' Mleimum- .. Penetration Gil Wad 1-3/8" Cross Section V iew Mdmum "Sill E#'aia$MeWmg warlatlon in codes and bulllakv fwas, Rlsleft up to the Had serevMdhskvmma Me proper7na2alladon alMem ttama LEAVE THE eUBBLE WR" OM will RVARAlln9 Your WhODW. leer bubble map may be peekedback for Inspection, but please fe•stld One map to Pr ces the b" from wenches and ether damage until canbucton is compl te. Step 1 Measure to be sus the operinq'e 318" to IR" larger than the window sift both warkedly and Iorw ally. " You, may wish to pre•dnll the instaliaton hales in the On at dlis time. DanWd the hat rha de mow as stay arena new MWW S4 2 AN>ly a generous bead of silicone to the backside of the mounting fin. Use enough silicone ro sulAdently fill all wind between the On and the wall theathin . Step 3 bast the window Into the opening from the outside. The wbdow, Is labehd "Inside" and "outside", but hthese labels have been removed, the glaung bead snood always be tote inside of the building. Rep 4 Install shims under the sit, adjusting then until the unt e, plumb in the opening. Slims shwdd be installed under the sill every 2 feet, SL t f 19 t / PI The window should be basicallycentered in the w h V, more man 14" gap between the window and wall hoping. e6....... .111 Step 5 Install at10x 1-112'schav 4" hen the tamer of the On at saM end of the head, sit and both jambs. e``N�e b T�, Step 6. Install due remaining festenes in ir Increments from the comer screws to the center of each frame member. Use am not to own --SF'' ��. tighten the strews and pull them through the M. Also, make sure the weal go in straight and do hot false the frame to bow. ,�i Wall frameng should be a minimum of C2 SpmaJHpbFk. " ..- . v S3H a� ". xi Fastenehs should to#30 screws otwflMem to achieve 1-318" penetration into the wag and no lea than 112' from. edge of framin. Fastener Quantities needed in eadiside of frame to achieve8 inJA Le ofFrwtne Mehrbet le" 38' 28" 34' 12": 5tl" 58" 66" 74" 82" Btl" 98" x; p4 Numberd Fasteners t 3 4 5 8 7 8 B 10 11 12 13 Step 7 Remove excess silicone our man around the fin and Impact for holes or wilds. Use sllkone to fit any voids. + x� T Rep Ifdesired, a foam insulation can be applied to the immior gap between to window and wall barring. ifapplied, dasmustee the "Sa ni? (� 1- (�•••`•��.• NON EXPANDING 7Y➢EFOAM; ''�t"!`r. •" `! SDP 9 Sim these willows are typkaty used in rooms with high mdstwe, le, bathrooms, it is reconnhn'eaded teat the interior gap It'll ` S .rj •' :� �1 �,00 t0 between the window and wall frazningaLw be seated with stkonnd la e aded soar not toIntInstallationInstallationere with the Installation of : 6ltltlbl. N wallboard, tle or trim. Rep 10 Once at construction is complete, Nm W the bubble wrap from the Race and outside of the window. If necessary, Clean the H bbdcs With a mild detergent and warm water using a soh cloth. Failure to follow these procedures will void any and all warranties. GENERAL N TE: 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. sill? e =m W m m $ l l v Ell SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATIONS g 'psn� w AND CALL OUTS. � J3 a a Q v�hL � w N Y N Product Approval Submittal Affidavit .8y$ 0 226R 3 0 Building Address: Contractor: 12$ Wm m Building P rmit:� o o8 ` K Product LL Design Manufacture Model # Attachment Approval # ¢ IN J Pressures Method q" wwwmsiova.00M ❑ ❑ ❑ Roofing: 0 DADE 1st Ch01Ce COUNTY APP: IKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING FL30310.1 z o NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. Z 0 0 W/ 3/8" MIN PENETRATION THRU SHEATHING QIfillift ROOFING VENTS: DAD E Florida Metal FLAMCO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, COUNTY APP. Products Inc. 'Off-rtd event" 1" FROM AND 4" O.C. FL21580.1 R-2 z M ROOFING UNDERLAYMENT: 1St. Choicer TAMKO BUILDING TAMKO No: 30 UNDERLAYMENT SHALL BE APPLIED AND FL12328-R9 0 f0 PRODUCTS LLC #30 ASPHALT -SATURATED ORGANIC FELT ATTACHED IN ACCORDANCE WITH •V R905.1.1 Q c i +age Doors: Ln =m Overhead era 1st Choice U 0.0/30.0 CLOPAY 53W5 U m C4 E 16 x.7 2"x6" P.T. WOOD JAMB WITH FL16546.8 w s 22 8 : +30.0/-32.0 CLOPAY 53W5 (5)1/2" DIA. x 8" "J"`BOLTS FL15279.84 , x Soo g 2nd ChoiceaX7 a �o U7 Swing Doors: 0O V y 1st Choice +67.0/-67.0 THERMA TRUCORP. ALL ONE 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16' X 3" FL20461.11 do FIBERGLASS DOORTAPCONS MIN 4" FROM TOP & BOTTOM OF INTERSECTIONS FL20461.12 +67.0/-67.0 THERMA TRU-CORP. SOLID AND. MIN. 12' O.C. THEREAFTER, THE DOOR FRAME SHALL FL20461 1 ®. DAMS HOMIgS FIBERGLASS OCR G FIBER LA S DR BE ATTACHED WITH 3/18" X 3' WOOD SCREWS MIN. FROM ALL ONE TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. L"'LL9llrlyir_'!i 2nd Choice PLAST PROLITE SERIESTHEREAFTER. (TYPICAL ALL SIDES) FL15215.2 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 Sidelights THERMATRU FL20461.2 g PLAT PRO FL15215.2 3000 GULFBREEZE PARKWAY Sliding Doors: GULFBREEZE, FLORIDA 32563 MI WINDOWS & DOORS SERIES 420 SOD FL15332.4 DIVISION LOCATION: 1st Choice Alum- inf r MI WINDOWS SERIFS 440 EGO FL15332.12 PORT Sl-. LUCIE n Alum: reinforced Windows: VI Job Information:. +40/-50 MI WINDOWS 3540 SERIES Twin SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON FL 1]676.9 1st Choice Single Hun (iTN ANCHOR WITH MIN. 14A" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL +40/-50 MI WINDOWS 3500 SERIES HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS Single Hung (flange) OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. FL 17894.2 3540 SERIES FOR INSTALLATION THROUGH 2x BUCK USE #8 WOOD SCREW OF +50.0/-50.0 MI WINDOWS Single Hung (fln) SUFRENT LENGTH TO ACHIEVE 1%" INCH MINIMUM EMBEDMENT FL17676.2 IN WOOD SUBSTRATE. MI WINDOWS 3500 SERIES Single FL17894.4 Hung (finless) frame Mullions: I- M-1926 Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CUP INTO CONCRETE Z ZSt Choice MI WINDOWS Mulllon 3 16" TAPCON ANCHOR WITH FFICIEINT LENGTH TO ACHIEVER 1L4 FL 18504.1 0 to M-1926 Horizontal MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM E- V Mullin EDGE DISTANC FL 15804.2 LU N � m Fixed Glass" > Ln 3 " 1st Choice +50.0/-50.0 MI WINDOWS MI 3540 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR M a FL18644 RE WITH MIN. 1%A" EMBED. TO ALL FACTORY DESIGNATIONS BEFIALL HOLES NOT DESIGNATED FOR TAPCON SHOULD LLED W/ #8 SCREWS OF SUFFICIENT LTHTO PROVIDE O —j LLI :D EO o k / 5/8" MIN. EMBED. IN70 WOOD BUCK. � ' r M ^ LO LL � �/, Soffit: ♦ Model Name / Number: Standard vinyl Staple 10" on center in direction 1st Choice +66:0/•71,6 KAYCAN LTD of length FL16503.4 IRS1820 Plygem / Variform Plygem Double 5 Double 5 standard (Wnyl) 10" FL12194.1 Double 5 standard standard vinyl staples solid 144 Mted .145 Fl-12i94.2 ® Plan Issue Date: Hurricane Panels: Thursday, April 15, 2021 Dade County App. ALL A RICAN 24" 13 24 GA. STORM PANELS. 1St Choic SHUTTER & GLASS st"Dn Panels FL16293 R3 ♦ KA PROJECT NUMBER: I have reviewed the above components of cladding and have apprgyed their 21-3955 use in thm. structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: A. # 56126 Sheet: S 5 of: .Name: Luis Pablo Torres Certification Number: FI. # 87g64 MATERIAL Name: Certification Number: REFERENCE INFO (PSL) FILE (COPY FLASHING REQUIRENIENTS _ MECHANICALLY FASTEN AS FOLD UP WEATHER BARRIER & WEATHER RESISTIVE THESE DETAILS ARE GENERIC AND MEANT TO SHOW NECESSARY IN CORNERS THROUGH RESISTIVE GENERAL FLASHING AND WATERPROOFING METHOD) SELF -ADHERED FLASHING - TEMPORAR ILY SECURE BARRIER D00 ROUGH OPENING TO BE USED. R703.10eneral. Exterlorwalls shall provide the buildingwith a weather -resistant extedorwall envelope. The exterior wall include flashing described in Section R703.4. WEATHER WINDOW UNIT envelope shall as A RESISITIVE BARRIER WOOD FRAME CONSTR. i SLOPE R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the s TAPE SHEATHING SHEATHING SELF -ADHERED FLASHING 3DHE IV OF bA APPLIED BY LAPPING DOWN ADHESIVE TO B� APPLIED UNDER 0 3 In : 12.0 In SELF-ADHEREDFLASHING accumulation of water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of draining to the exterior water that penetrates the exterior cladding. ' OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN WALL BY 6 IN. UP JAMB F. USE, LIQUID NAIL BRAND OR EQUA�WEATHERPROOF CAULKING (0.6 YXn : 30.5 cm) SELF -ADHERED FLASHING �y1 P+�1 PRODUCTS DETAILS E TA I L R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 yauaxr"wixnow; L"/ V+ asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. where \WEATHER SELF -ADHERED FLASHING - EXTERIOR WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's Installation Instructions. The No.15 asphalt felt or other approved water -resistive RESISITIVE BARRIER CEMT. FIN. f PER FBC-R (CURRENT EDITION) 703.7.3 barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages In a SEAL TOPS OF JOISTS manner to meet the requirements of the exterior wall envelope as described In Section R703.1. SELF -ADHERED FLASHINGi UNDER DECKING ' SUBFLOOR (SEE DETAIL WP07) f R703.7.3 Water resistive barriers Water -resistive barriers shall he installed as required bisection R703.2 and, where - applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least WIRE LATH equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer HEAD FLASHING TIE-IN INSTRUXTIONS: RI A JOIST .... Detail Instructions provides a separate continuous plane and any flashing (Installed In accordance with Section R703.4) Intended to drain 1. Cut, fold up & temporarily secure weather Refer to the number marked as ®in each detail that corresponds to the to the water -resistive barrier is directed between the layers. resistive barrier above header to allow for Bashing installatlon 2. Self -adhered flashing plus head flashing under weather. BUILDING numbered Items In the list Of instructions below: Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or resistive barrier ) 3. Fold weather resistive barrier back over head flashing and. ' PAPER 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps greater than that of e0-me ute Grade D paper and is separated from the stucco by an intervening, substantially nonwatev 'absorbing layer or designed drainage space. seal with tape 2 2 O 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize 11703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. FluitFapplied membranes used as flashing shall be applied in accordance with the manufacturer's Scale: NITS SELF FLASHING SELF -ADHERED FLASHING -ADHERED FLANGED WINDOW W P01 SELF -ADHERED FLASHING P O2 FW CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER ^S W PO scoring cuts instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of to the building framing Selfadhered FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR DOOR WITH DECK -SECTION A V 5. Remove all release paper per standard installation instructions and water structural components. membranes used as flashing shall comply with adhere to substrate using a square piece of flashing material (6n x 6" AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade Ns or greater for proper Joint expansion and contraction, ASTMC1281, EXTERIOR SHEATHING RUBBERIZED RUBBERIZED ASPHALT Minimum ) AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in tt d Y r °dUe} EXTERIOR BREATHING � 3/4"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED ADHESIVE TO BE APPLIED UNDER JAMB & HEAD ADHESIVE .ASPHALT 6. Fold as shown by arrows y exterior walls shag comply with AAMA 7ng l The flashing shall extend to the surface of the exterior wall finish. Approved fleshings shall be installed at the following locations: �A,vvtt ' C FLASHING THRESHOLD OF DOOR AND RETURN FLASHING, SEE ADHESIVE - SELFADHEREDFLASHING 7. Angle of comer may vary, adjust folding of the flashing accordingly to fit .e •'" �� REFER TO TECHNICAL UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) tight Comer 8. Mechanically fasten as necessary1.Exterior y window and door openings. Fleshing at exterior window and door openings shall extend to the surface of the LETTER ON CHEMICAL SCORED exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically COMPATIBILITY RELEASE PAPER attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed ; �� ' in accordance with one at more of the following: SELF ADHERED FLASHING SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM (BEFORE FOLDING,$CORE RELEASE PAPER TO EXPOSE ADHESIVEAS SHOWN) 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration manufacturer's Instructions, In the flashing Where TOF BOTTOM accordance with manufacturer's Instructions. flashing . F `i�O•' O THRESHOLD instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. �,� C •. ' MECHANICALLY FASTEN AS Pan flashing shall be sealed or sloped in such a manner as to detect water to the surface of the exterior wall finish or to r°I _� O ,,A `, s. NECESSARY IN CORNERS THROUGH the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection •rzp ®v® �• d d Y r Y 1 Y SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING at the head and sides. 1.2 In accordance with the flashing design or method of a registered design professional. - SELF -ADHERED FLASHING 0 1.3 In accordance with other approved methods. 1.41n accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WOMA 250, FMA/AAMA/ H 2 WDMA 30D or FMA/AAMA/WDMA 400. SELF -ADHERED FLASHING �; CJ 2. At the intersection of chimneys or other masonry construction with Frame or stucco walls, with - NAILING FLANGE V{, projecting lips on both sides under stucco copings. 1 2 DO NOT FLASH OVER (D SEAL TOPS OF JOISTS ' 4 6 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. NAILING 8 UNDER DECKING o D BOTTOM FLANGE (SEE DETAIL WP07) 2 7 S. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood-frarne construction, a u s ti c 5 x5 a W to to 00 B. At wall and roof intersections. s d 4 6 f m OD r` `s a 8 a g # # # SELF -ADHERED SELF -ADHERED FLASHING p PO SELF WPOO Ia9 A. LL � HALF RO ND WI WINDOW EXTERIOR DOOR WITH DECK V V INSIDE CORNERHING VV 7. At built -In gutters. w d M. SELF -ADHERED FLASHING e * '\o 2 G 3 m z=gig 3 0 $ ®d i DECK PROTECTOR ._�_----..-------_•• SHEATHING " I11( ii � I it ! sT41, x v� '�, t"' �; j . 7/8" Cement Plaster ~ o an W10mtd O w��g Z°'�M . ; h,. v 7/8" Cement Plaster in accordance with in accordance with n $ ag 0 d o 8 a a ASTMC926 ASTMC926 9 € g, IZu SELF -ADHERED f rx Al im's a WWW,FDSENGXON FLASHING PATCH "- " "� - Felt backed metal ,' Felt backed metal lathe in accordance lathe in accordance CO o "" SELF -ADHERED FLASHING with ASTMC1063 with ASTMC1063 z Z8 DECK PROTECTOR Building Paper Building Paper N z 7/16" O.S.B. 7/16" OB .S. . l DOUBLE/ • sheathing - .. sheathing •� • • � - Ln ..'SINGLE JOIST 'JOIST SELF -ADHERED FLASHING -. .. - Keep top edge , Metal Flashing of weep screed t.r) 0 M v LL SELF -ADHERED FLASHING t " . 2" below top of 3 1 /2" block W ,o C U 2 3"MIN 4 Unperforatedrated ul um Flange 7/8„ wo 0 au c k o Weep Screed bottom fn M o 5 joint only rt3 U-ne Maintain Metal Flashing Bottom of 3-1/2" Unperforated r S SELF -ADHERED FLASHING `] P SELF -ADHERED FLASHING W =PO 8ACCORDANCE APPLY LIQUID FLASHING TO THE MASONRY OPENING (HEAD, JAMB, SILL) IN P MANUFACTURER'S RECOMMENDATIONS, BEFORE Weep Screed Flange 7/8" Weep Screed 1 1/2" t0 2" v n o „ 00d s old \HO.8362x;DECK JOIST OUTSIDE CORNER WITH THE INSTALLATION OF THE BUCK/RECEPTOR. Above Roof - 1/2" Cementftious Sheathing Decorative Finish XDAMS }TOMES 0°0 • i, All Inside and - ---- outside corner will FLORIDA CONTRACTORS LICENSE NO. ORC1330146 EXTERIOR WINDOW UNIT ° need to be miter 3000 GULFBREEZE PARKWAY CEMT. FIN. I, cut and caulked all Cement Plaster .; butt joints need to GULFBREEZE FLORIDA 32563 ' BUILDING PAPER PE I SLOPE in accordance o ° 9 becaulked using with ASTMC926 ° Vulcum caulk for all DIVISION LOCATION: SLOPE 0.3 in : 12.0 in 0.3 n :12.0in (0.6 c : 301,5 cm) 0.3 in: 12.0 in (0.6 cm : 30.5 cm) over wood 2nd floor I PORT T. L E 0 S UC ♦ .Job Information: (0.6 cm : 30.5 cm) I _ SELF -ADHERED FLASHING WIRE LATH SELF ADHERED FLASHING "- - EXTERIOR CEMT. FIN - BUILDING PAPER WIRE LATH 1 /2" Cement IV V SELF -ADHERED FLASHING Plaster Finish o � Block 0 LO y rn WIRE LAT 21/2" Perforated ro ""�• Flange 1/2" Weep n BUILE ING PAPER BUILDING PAPER Cement e• Screed 3 _ J N U m ch a Plaster over block r ® LLI ::D fn o Istfloor ` J Ln L EXTE IORi WINDOW UNIT GEM i. FIN. i " Slab Install bottom ♦ Model Name /Number: edge of weep screed 1" below 18.20 finish floor -- ♦ Plan Issue Date: Thursday, April 15, 2021 OPTIONAL DETAIL ♦ PROJECT KA PR21-3 2 z Note: 55 _ The building paper trod metal lath must be installed over the top of WEEP SCREED DETAIL Sheet: Of SELF -ADHERED FLASHING CEMT. FINISH WINDOW HEAD [Y-V 1 0 SELF -ADHERED FLASHING CEMT. FINISH WINDOW SILL P 11 SELF -ADHERED FLASHING CEMT. FINISH PARAPET WALL 1 LW SCALE: NOT TO SCALE the weep screed. WATER PROOF DETAILS FILE COPY I II / — PRECAST BOTTOM @ 6'-8" I FT 6MIR'S BEDROOM LANAI BEDROOM 2 _o VAULTED CEILING VAULT CEILING VAULTED CEILING % —I. m m \ \' 155 12 12 rag 14 1wcd 5„ bath duct to ` DBL 25 SH z \ 8, - roof cap N CID 14x$ 1 wed 2868 - 2668 W / standard 70 zoo X o„ n. cfm bath fan 0 1R;,sH —_ N -' w 16x16 rag/ 16x16 n rag O` 5" bath duct .' wl DETAIL ATH 2 �, - O 8 14x14 ra 4„ 2 1 wed �--�\ to roof cap M FAWLY ROOM U ``J w/ standard 70 p.. 4.. G CEILING o s cfm bath fan ,;I W:I.c. 14x8 lwcd < -AD e, S (� Sx4° d 155 V SL 1L 5 — (� s Lit 1Ox1 ag � —� I 8" I 6 1 WCd 0 L L ED CEILING 45 1ox6 1wed „ 70 OWNER 5 �: 14 �6 BAT,;" N � L• 9 � VAULTED CLG V �--�—� CLG00 RANGE/ D/W i /����/� ���i 1R/15H HOOD DO sw J 8 24x1 fbr g fn m 42X42 A/C SLAB 14x81wed J - KITCH N DINING ROOM Z O I BY LD R MI N N 150 >' VAULTED 7».: VAULTED CEILING jl 2 FROM WALL N 145 N _ > m REFRIG. 12�15 1 wed m ° w w .. VERIFY. LOCATION INOOK c=rr \ - .� a N L.L W/ BUILDER ❑ > -.. '. I a r `x UN 10 CLG n :. 9 120'2 rag / N cd 4" dryer duct ° 45 „ 7 to roofcap:. w/dryer vent box , " W'.H 2868 4 STEP DN FOYER \ 1x12 ag 1G CEILING. o. \ _ - H1 DEN BEDROOM ##4 .; 2 CAR GARAGE SL -�� � 12x6 1WCd � &/T ANS. PER 170 W CEILING ELEVATION 7 Z ENTRY EGRESS Cn 0 - 10' CEILINGS - W LINE OF GARAGE DOOR M3 V/ --- ELEV M3 ■ 0 Lf_ \/ Uj CD04 Msiz -2 NOTE TO BUILDER. MUST PROVIDE UNRESTRICTED 0 �} N 1 INCH'' UNDERCUT BELOW DOORS TO HABITABLE ROOMS Q J H G.T. Transfer ducts/grills sized in compliance Q 0 m -0 16 x7VERHEAD DOOR with Florida Residential Building Code—M1602.4 - AREA CALCULATIONS Q N Z N .. return air. 00 — 0 Cn EXCEPTIONS 1-3 1st FLOOR lazo S. — LO m \ U) 3.0 TON W/5KW @240V 1 PH TOTAL LIVING (AC) 1820 S.F. - W 7 Z 11I plen GARAGE 3s6 ar 0 7 Z W n , n scale 1 4 =1 0 / COVERED ENTRY (BASE) 56 S-F. �_ platform by Z 1 C L O 0 R P �.A V COVERED PATIO/LANAI 137 s-F.. Q O Q N bldr SCALE: 1/8".=1'-0" TETAL AREA UNDER ROOF' 2409 S.F. W I- J � Q Q ALL ELEVATIONS I�I Rating I I I I Must have a minimum clearance of 4 inches around the air handler per the State 'Energy code. All duct has an r=6 insulation value. FILE COPY