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TERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA INDEX OF DRAWINGS R318.1 TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." NOTES: 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. EXTERIOR COVERING R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C926 AND ASTM C1063, OR ASTM C1787 AND THE PROVISIONS OF THIS CODE. R703.7.1 LATH. LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1-1/2" LONG, 11 GAGE NAILS HAVING A 7/16" HEAD, OR 1-1/2" LONG, 16 GAGE STAPLES, SPACED IN ACCORDANCE WITH ASTM C1063 OR C1787, OR AS OTHERWISE APPROVED. R703.7.2 PLASTER. PLASTERING WITH CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED OVER ANY TYPE OF CODE -APPROVED LATH AND SHALL BE NOT LESS THAN TWO COATS WHERE DIRECTLY APPLIED OVER MASONRY, CONCRETE, CLAY BRICK, STONE, OR TILE. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER OR OTHER FACING MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED TOTAL THICKNESS IS AS SET IN TABLE R702.1(1). CEMENT PLASTER SHALL BE IN ACCORDANCE WITH ASTM C926 AND MATERIAL SHALL BE IN ACCORDANCE WITH ONE OF THE TYPES LISTED IN R703.7.2. R703.7.3 WATER -RESISTIVE BARRIERS. WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. 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 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE 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 BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELFADHERED 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. FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM C1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. • EXTERIOR WINDOW/DOOR OPENINGS. • T UCTION WITH FRAME WALLS. R INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONS • UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. • AT WALL AND ROOF INTERSECTION. • AT BUILT-IN GUTTERS. MASTER REVISIONS DATE I DESCRIPTION CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5" PLUS OR MINUS 1% AND HAVE 2 TO 5% AIR ENTRAINMENT, ,AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY, 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 1 1/2" TO FORM U.N.O. 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LBS OF FIBER PER CUBIC YARD. 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM 615, ASTM A OR ASTMA 996 GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON LINTEL PLAN PAGE. 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7th. EDITION (2020) IS TO BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. MASONRY WALL CONST. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90.014, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI (f'm = 2000 PSI ) 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270-14A. 3. COARSE GROUT SHALL CONFORM TO ASTM C476-10 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR 1OFT, WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. 8. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. 11, CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. WOOD CONSTRUCTION 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLE END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP 1.7E Fb=2400 PSI MIN. 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR OR OSB FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. WALL SHEATHING: 7/16" STRUCTURAL I OSB EXPOSURE 1 OR 15/32" RATED OSB EXPOSURE 1 A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. PRE ENGINEERED WOOD TRUSSES 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER STRUCTURAL PLAN 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. 8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. UPLIFT CONNECTORS 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR MORE INFO. CODE CRITERIA FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL FLORIDA FIRE PREVENTION CODE 7TH EDITION (2020) FLORIDA BUILDING CODE ACCESSIBILITY 7TH EDITION (2020) RESIDENTIAL NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318,14) SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301-16) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2018 EDITION WOOD FRAMED CONSTRUCTION MANUAL 2018 EDITION APA PLYWOOD DESIGN SPECIFICATION E30-16 AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE 7-16 ALUMINUM DESIGN MAN UAL -AAF20 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (B) LOCAL STATE AND FEDERAL BODIES DEFLECTION CRITERIA ROOF TRUSSES* LL/360 TL/240 COMMMENTS: ROOF RAFTERS LL/180 TL/120 ROOF RAFTERS (W/O CLG) LL/360 TL/240 FLOOR TRUSSES/ BEAMS ** LL/360 TL/240 FLOOR I -JOIST*** LL/480 TL/240 *TL MAX 2" UP TO 40FT SPAN * *TL MAX 3/4" *** TL MAX 1/2" GENERAL ROOF LOADING SHINGLE METAL TILE HEAVY ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) TOP CHORD LL 20 20 20 20 TOP CHORD DL 7 7 15 25 BOTTOM CHORD LL* 0 0 0 0 BOTTOM CHORD DL 10 10 10 10 TOTAL (PSF) 37 37 45 55 BOTTOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE 20 ATTICS W/ HEAVY STORAGE 50 * ATTICS W/ NO STORAGE 10 (NON -CONCURRENT) NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN APPROVAL FROM FOR OR INDICATED ON PLAN GENERAL FLOOR LOADING TOP CHORD LL 40 (PSF) COMMMENTS: TOP CHORD DL 10 (PSF) BOTTOM CHORD LL 0 (PSF) BOTTOM CHORD DL 5 (PSF) SPECIAL FLOOR LOADING GAME ROOM 60 (PSF) COMMMENTS: BALCONIES/ DECKS 40 (PSF) BALCONIES OVER 100 SQ:FT 100 (PSF) LIGHT STORAGE 125 (PSF) LIBRARIES READING R00 MS 60 (PSF) STACK ROOMS 150 (PSF) GUARD RAIL @ HAND RAILS (d) 200 (PSF) GUARD RAILS IN FILL COMP. (f) 50 (PSF) ROOMS OTHER THAN SLEEPING 40 (PSF) SLEEPING ROOM 30 (PSF) STAIRS 40 (PSF) FOOT NOTES d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. f, BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 3OFT 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 ) 5O (+) 27.6 (+j 27.6 10 () 29.9 () 37.0 {+} 26.5 (+) 26.5 20 O 28.8 (-) 34.4 O O 50 (+) 24.8 (+) 24.8 (-) 27.1 () 31.1 {+) 23.4 (+) 23.4 100 (-) 25.7 (-) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x 7-0" 16'-0" x 7'-0" O 51.3 (+) 24.3 (+) 23.3 (-) 27.5 (-) 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY W/IN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. SEE FLOOR PLAN FOR ACTUAL PRESSURES SHT NO:I TITLE 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS S-4 DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS M-1 I H VAC 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 SEE 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals clear information. Every attempt has been made to 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG #5 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error. The Builder and all subcontractors are required to THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE ) MIXED PER THE MFGR'S 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE review all the information contained in these documents, prior to INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 7TH EDITION (2020) RESIDENTIAL. the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations CONTROL OF CONSTRUCTION SITE: PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY undetected and not reported to the Designer / Engineer prior to DURING BOND BEAM POUR. 3. FOR MORTAR JOINTS LESS THAN 1/411, PROVIDE (1) #5 VERT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE TO FOOTING j. 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4) 1/"x 2'/4" TITENS TO SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT O CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, WHATSOEVER. 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 information found in these plans should be directed to our Quality MASONRY AND (7)-10d NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 1 112" SIDS SCREWS AND (5) 1/4" x 2 1/4" TITENS ONE EACH SIDE OF TRUSS. TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER Assurance Manager immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced PERIL OR CONDITION, AT ANYTIME, EXPRESSLY INCLUDING, BUT NOT LIMITED T0, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER notification and approval by the Designer/Engineer. NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON. Payments will be made in accordance to the terms of the agreement MISSED, CONTACT THE FOR FOR SUBSTITUTION. 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) 16d x 2-1/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. L CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. DAMS HOMES Of Northwest Florida T16 -, b57d N r N (0 LO n m :-I 00 Il- 00 0 3$ • Mm O rl -j -j *fi J J J � O Qp'p O� 6 r»�z LL LL LL � 8 m 2 (0115 N LJ w d aS`w Z va Zof.S 0 �m.2 a O CAa -d-9 tsf',�� T Q d W U N �_ 0 ❑❑❑ 45 WWW.PDSENG.CGM z � a g z 0 N 'Q Z y Q < .r Q � J a � _ 10 Z N V) w Fj w � urn cc � Cm U �N E -,0 o ( ; FLLI 00 ) ' = (2io N (3) U 00 c L, d Q N O a /AxDAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: DC O LO W 1 i C) 0) [f M �- a-+ -C- E 2 ■ ■ ' ' Q ()_IW� 00 U0 ITI Model Name / Number: 2508 ♦ I Plan Issue Date: Thursday, June 10, 2021 KA PROJECT NUMBER: MODEL 2508 3CF 21-6775 Sheet: JL Of; COVER SHEET iL2" VTR C/O TUB W.C. SINK LAV. 3" 4"if1'i�A 3" 1 LAV. W.C. TUB GENERAL FOUNDATION NOTES (U.N.O.) 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2 4" 2500 PSI CONC. SLAB W/ 6X6 10/10 W W M, OR FIBERMESH /FIBERMIX ADDED TO THE CONCRETE, IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND NER-284 FOR FIBERMESH OR NER-414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER. GC SHALL PROVIDE APPROVED SOIL OR BORATE TERMIT TREATMENT. 3 • INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR. TO BEAM W/ (1) #5 REBAR TYPICAL ABOVE SLAB, HOOKED FTG. DOWELS 17" EMBEDMENT W/ 30" EXT. ABOVE SLAB. 4 CONSULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE U.N.O. ON PLAN, 6 CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONCRETE OR IN EXTERIOR CONDITIONS). CONTROL JOINTS TO BE 1/8" SAW CUT A DEPTH OF 1/4 OF THE THICKNESS OF THE SLAB AND SPACED MAX. 10' APART. FILL CUT W/ APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. 7 NO WOOD STAKES PERMITTED IN FOUNDATION. 8 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. 9 ALL FOOTINGS SHALL BE MIN 12" BELOW FINISHED GRADE SECTIONS R403.1.4.1 THROUGH R403.1.4.2. 10 MASON TO COORIDATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB 11 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY 12 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX - DRY DENSITY AS DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR ) THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. FOOTING SCHEDULE MARK SIZE DEPTH REINFORCING GRAVITY CAP. Its F1.0 1%0" XCONT. 1'-0" 2 #5 E.W. BOT, 2000 F2.0 2'-0" X 2'-0" 1' a" 3 45 E.W. BOT. 7200 F2-5 2'-6" X 2'-6" 1'-0" 3 #5 E.W. BOT, 11000 F3.0 3'-O" X 3'-0" 1'-0" 4 #5 E.W. BOT. 15600 F3,5 3'-6" X 3'-6" 1'-0" 4 #5 E.W. GOT. 21500 F4.0 4'-0" X 4'-0" 1'-0" 5 #5 E.W. BOT. 28000 F4,5 4'-6" X 4'-0" 1'-4" 5 #5 E.W. BOT. 34500 F5.0 5'-0" X 5'-0" 1'-4" 5 #5 E.W. BOT. 42500 F6A 6'-0" X 6'-0" 1.41 7 #5 E.W. BOT. 61500 LEGEND INDICATES SINGLE -STORY FOOTING ® INDICATES TWO-STORY FOOTING - INDICATES PAD FOOTING n 2 VTR 11L LAV. LAV. I VL"- I 2" VTR # 3" -� TU B c. 4"J � L.T. TO SAN. 1L. WASH. SEWER PLUMBING RISER NTS SHWR. an, n" FOUNDATION P LA N SCALE: 1/4" = 1'-0" ELEVATION "CR" e � ' CD n-my co 1qT 0 v GSv W Iq 00 W 00 u7 00 r-- .t 8 OD LJi.. ti o 0 c 83 p w Z ��nm� d a . a_' m o5LLIW f, 72 ��o u i Y a R 13 w Q 1 .p u 2,8y G}" }:. 2L ChQ ,. rp f0 r1N}' p O I_ ,OI L" N w W� a J{y w ia W 4 <<4�� 2 M O J m J L 2. G N fv .� IL Q d Q L9 0 " a 'n O m io S Rml" N WWW.FDSENG.COM U Z o N Z � < a L (Dcm Ln J W � 0 cv ua r LIP)w J m S U CALjj co F- c 00 " o ao:s C Q N 69 N A3\ w- ,s AMS HOMES .. FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦ Job Information: NO O F z �LO LO W LD cL — p LL- _I 00 (n C/) IVI Model Name / Number: ♦ I Plan Issue Date: Thursday, June 10, 2021 VI KA PROJECT NUMBER: 21-6775 I Sheet: ( Of: I FOUNDATION PLAN LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING S.F. LIVING = 2,508 x 3 = 7524 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. = 36,524 SUBTRACT 100 % OF FIRST 10,000 10,000 A= 26,524 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP) 10,000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS @ 100% = 10,000 + 40% OF "A" _ (.40 x 26,524) =10,610 +100% OF "B" _ (20,000) = 20,000 TOTAL WATTAGE = 40,610 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 170 200 AMP PANEL PROVIDED x 0 5 WP = GFI 3 C INSTALL FAN BOX PREWIRE INSTALL FAN BOX PREWIRE INSTALL FAN BOX PREWIRE N F �o If "__LL- / INSTALL FAN - '�iNSTALL FAN BOX PREWIRE BOX PREWIRE MwP GFI C -FOR HOOD r II I U , �i ;22o I ° CM r n I1 I FAN 3FI FOR DIN PREWIRE _OCATED IN kDJACENT CAB / U) LJ S U 4 INSTALL FAN /BOX PREWIRE L �11 - M411" U INSTALL FAN I �! BOX PREWIRE \ WP \ GFI \ L GFI ` @ 42" NOTE: / KEEP COACH LITES OUTI Fit] OF BANDING, QUOINS, AND 1101r Flk Uz -----DOOR OPENER ------------------------) ROUND COLUMNS WHEN ----------- --------------------------, POSSIBLE, REFER TO ELEVATION FOR TRIM. r HOSE @ 42" FI / BIBB , _ COACH LIGHT COACH LIGH - - _ - _ - — - COACH LIGHT 0 a fr� f'I � 1 'G FI 11 I L' JI Ll,.. 220� W.H. ----------- - - -------------- _.. ELECTRICAL GFI I \. W PANEL @ 42" \ w NOTE: I wLOCATION OF METER AND PANEL BOX U / , t � TO BE BY BUILDER. IF NO GARAGE SEVICE LU DOOR IS PROVIDED A DISCONNECT SHALL BE ADDED AT METER LOCATION. ATTIC ELECTRIC , / IF REQ'D BY CODE \ r GFI GFI FOR GARAGE DOOR OPENER FOR GARAGE HOSE BIBB ELECTRICAL PLAN SCALE: 1/4" = 1'-O" ELEVATION "CR" ELECTRICAL NOTES. UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND 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. R315.1.2 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 SWIMMING 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 18" 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 Li n TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE 0 CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT W 2 DOOR BELL CHIMES (� WP WATER PROOF W/ GROUND FAULT v 220 VOLT OUTLET (El— DOOR BELL ® SPECIAL SERVICES OUTLET D0 DISPOSAL RT.V. CABLE OUTLET �� DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING J JUNCTION BOX WP WATER PROOF IS RECESSED LIGHTING THERMOSTAT BATH FAN O LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT I C INTERCOM SYSTEM ® L.E.D. DISC LIGHT ® GARAGE DOOR PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED SAME AS UNDERGROUND WITH ELECTRICAL CONTRACTOR 200 AMP SERVICE 200 = 2/0 COPPER OR 4/0 ALU MN. IN 2" CONDUIT METER MAIN EL= DISCONNECT - 200 AMP A/C DISCONNECT UNDERGROUND SERVICE BY POWER COMPANY # 14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL —#12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER �j # 8 COPPER TO RANGE INTERSYSTEM J # B TO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD W/ MIN. B' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIALAND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. H 'dam N (00 LOA L_C.rN d �cW Y4 00 LO 00 r- �-S 03g�� Im Ask m0k akJ E I is� 00 6'M U_ LL LL ti3fi S w .-00z din LOU117S.5y d oo d W Joao d W 33 yEW U T • v�ta '� Z O 5 mho cam y 10 G>A WN3 .6 LL W d' O J u4 w _ a 41g3 1000 .-. 2 in 04 N� 00 co Q Q a-6 j IUF� ' a 0' Ln 0 �m AZ w U J V7 WWW.FDSENG.COM ❑ ❑ U z - o 0 0 z o ,0 Z N N Q m a. c Ln Z r` N M-i I.f') UI m Q) - LL u0 W � C o U. — V) ZD U N E . _ ........ Tp U F--60 - co N U Co o ci' c LOYo Q (N 0 w m DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCI E Job Information: z �L0 LLJ O 0) m > a v G. I-�U t p J LIJ m Cq 00 o J M U) r v LL- Model Name / Number: 2508 Plan Issue Date: Thursday, June 10, 2021 VI KA PROJECT NUMBER: 21-6775 Sheet: 4 Of: ELECTRICAL PLAN VENTILATION CALCULATION Formula = SF / 300 / 2 * 144 = net se inches of venting needed earualiv for intake and exhaust OP OF BLOCK I W' OW HEAD HGT O i0 iD FIN. FLR. OA TOP OF BLOCK FIN. FLR. DBL 25 SH 48" OFF MIDGE VENT Em LITE TEXTURED 23 SH CEMENTITIOUS COATING 25 SH 48" OFF RIDGE VENT 48" OFF RIDGE VENT DBL 3050 SH I IIL-- J II 12650 SH 2868 TOP OF BLOC WIDOW HEAD HGT C OD CO f0 FIN. FLR. 48" OFF RIDGE VENT 12 48" OFF RIDGE VENT RIGHT ELEVATION "CR" SCALE: 3/16" =1'-O" 2650 SH 0 c0 AI TOP OF BLOCK DOW HEAD HOT 0 00 pO m LITE TEXTURED CEMENTITIOUS COATING FIN. FLR. 25 SH 25 SH 12 TOP OF BLOCK W'DOW HEAD HGT 09 00 LITE TEXTURED 25 SH CEMENTITIOUS COATING FIN_ FLR. REAR ELEVATION SCALE: 1/4" =1'-O" Soffit product provides 4.12 net sq in / sf Ridge vent provides 18.00 net sq in / If Off ridge vent provides 138.00 net sq in / sf Overhang distance 1.33 ft S.F. of Area to be vented (SF) 3520 s.f. Total needed for exhaust for upper 1/3 _ 845 net sq inches Total needed for intake (soffit area, lower) 845 net sq inches Number ofOffRidge Vents for upper 1/3 needed 6 L.F. of `Ridge Vent needed (can be used in combo with ORV) 47 Lineal Feet of Soffit needed to meet required 154 Lineal S.F. provided by plan 223 48" OFF RIDGE VENT LEFT ELEVATION "CRr' SCALE:3/16" =1'-0" 0" 16" TRANSOM ABOVE 12" SIDELITES & ON 28" HIGH CEMENTITIOUS COATING 28" HIGH BASE 16" TRANSOM BASE (2) FIXED GLASS ABV FRONT ELEVATION " C R " T01` OF BLOC c bc FIN. FLR. 11 a-o III (0 00 co w' LO 00 r- oAAMd M� J m '� " F FF10 p `i LL -4L LJL �E�.�P o 0)E O C 41 .2 p 88 N ��0LU W2.-d$ ` =NI` C d a D oLL o a W Lj f�oLLyw d9 u.n s aC o O 3 Q H =WJg.h�I- o o 3 c j .nl tT itJ J °' 04 N£! Q LL � ' �2 >D 2 2 d mom« W U J U) r° c .N WWW.FDSENG.COM ❑ ❑ I] v z z o z ¢co J � V) Ur M t ILL J } IJJ � a-� �0 r}`jrjt,)t96a c jj = cm R� L- m NUj f-- Off? U -' U can o IV 00 � r= '0 Q NOW 44M /"A\DAMS }A FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦ I Job Information: L..L� O z �LO LO W ° L q m ME Qi .(j) m �z a2 W� = 'M 00 t° _! M U) U) Model Name / Number: ♦ Plan Issue Date: Thursday, June 10, 2021 IVI KA PROJECT NUMBER: 21-6775 SCALE: 1/4" =1'-O" I Sheet: � IOf: I ELEVATION - CR SEE DET. TB03� FOR WIND I < 155/C M G.C. TO PR( BLOCKING W/ APA REI FOR SPAN f SHEATHING SEE "HIP/P BLOCKING" 20'-0" MAX 20'-0" MAX FOR WIND SPEEDS < 155/C MPH * * ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING THICKNESS IS 15/32".) IF 15/32" IS USED, THEN THE ALTERNATE BLOCKING 4d' (PEEDS 'H )VIDE 0 COMPLY :OMENDATIONS ATING OF DGE DETAIL W EQ. O q �P 0 0 W 9 0 O � O EQ' _. "X" DETAIL BRACE TBO1 SEE CONTINUOUS BRACING z o 2 X i BOTTOM 4 MIN. SEE CHORD DETAIL TB04- - - - - - - - - - - - - - - 0 Q O ei � w BOTTOM CHORD GABLE END BRACING @� LOP CHORD 2X4 #2 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 Uf PERMANENT Ottw AIMM rKUVIIIII a CAICIIIII UVr-K Al 1611 9076 Or THE TEE. TB05 REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTS RSH ENGINEERED ROOF PER ASCE 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) 123.9 MPH EXPOSURE CATEGORY B EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG, WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) () VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r a La ,,a ,,_ HIP -37.02 -51.06 -51.06 -51.06 �r 10 GABLE -37,00 -37.00 -58.99 58.99 -58,99 -76.03 ROOF NAILING SCHEDULE! NAILING ZONES (SHINGLE AND TILE) ZONE 1: ASTM F1667 RSRS-03 (10d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r. ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r. ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: 12 32" EXP. 1 ('20) TILE; '32" EXP. 1 (�M20) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 28"x 0.113") NAILS m`I' 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN =32", SHEATHING SHALL BE FASTENED La 1, 0 1,9a WITH ASTM F1667 RSRS-0310d (21/2" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x ,120") NAILS 2+ 3. GABLES- DROP GABLE END 8 (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W1 BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]_[12:12] a@ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM Is" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN la". O NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL. © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL. © NAIL OPENING PERIMETER wl (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. © NAIL INTERIOR AT 6" O.C, w18d COMMON NAIL. O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. w/ 8d COMMON NAIL. O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER W/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. O (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL MEMBER IF GABLE END. I II II I II II I II II I II II 15132" OSB EXPOSURE 1 I I I D I I SHEATHING I II II I II II PROVIDE BLOCKING I I I I I AS REQUIRED PER SECTION X-X IF NOT I FULL HEIGHT SHEET = - O FLOOR SYSTEM 2x RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131"X2112". DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN I," (2)- 2x TOP PLATE BEYOND 15/32" OSB EXPOSURE 1 SHEATHING -rr ---------- rt---------------- I II 11 F I I II II II I I I I I I I I I I SOLID 2x BLOCKING W jl I I II It @ALL$HEATHING w Q w 111 III II II II II I I II II II I EDGES a III III II ����I II I (SEE SECTION X-X) p � III III C III II �I II I N III II D II I III III OPENING III II III II II IIL---JL--- L- - III --- - - - --- --- O z III III III II III I I II 1 I W = I a p I - III (✓ X III 1 II I d III --- L- -dL--- - III l III II II E H 1 / I I III 11 II II 2x STUDS BEYOND. Li LU III I I I I1 I I I I II 111 I II II II w SEE PLAN y III I I I If 1111 II II II I III III I I I II 1111 I I I II I 11 II 11 1 III 11 II I 0 0K I11 III I I I Il I I I I II I I11 II II II I III II II II I � III III -W I I I 11 I I I I ql I -1L---J11-1 III II II 11 I III II I I LL---W----11----LL _-- VERTICAL HORIZONTAL WALL ELEVATION DIAGRAM 3/8" "S" = N) SPACIN 3/4" 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING 2x4 P.T. BASE PLATE BEYOND SEE PLAN LL TWO_ a k 0 n C O�HmILI 0 N W O O a N ILL AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7/16" FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED VERTICAL BLOCKING SECTION X-X CONNECTOR SCHEDULE FOR: ADAMS HOMES- Model 2508 3CF CR TRUSS ID BEARING POINT TRUSS ACTUAL - CONNECTOR ID CONNECTOR UPLIFT DESIGN FASTENERS::: NOTES ' UPLIFT RATING Cl -CS, E7, E7V-.E7VC, H7, H17. : L J R 349 # or less HETA16 / PER TRUSS MFR - 1830# (9) 10 x 1-1/2' (9)30dx 1-1/2' B04-B11 L/R `-740#or less HETA16:/HETA16 1810#/1810# (9) 10d x 1-1/2' (9)10dx 1.1/2' All -A16,B12 L/R `-1023#or less HETA16/FICA 1810#/1040# - (18) 10d x 1-1/2 (18)10dx 1-1/2' F01 _L/R. -537#or less H10A/H10A 1040#/1040# :- (18) 10d xl-1/2" (20)10dx 1-1/2' A17 L/R -2052.#or less (2)HE-TA16/(2)HTS20 2365#/2620# ,. -(48) 10d x 1-1/2' `. I10)8d . D01S": L/R 354#or less H2.SA/. RICA 565#/1040# (18) 10d x 1-1/2 (10) Scl D01,D02 L/M/R -861#or less H2.5A/H10A/H10A:. 565#/ 1040# / 1040# (18)10dx 1-1/2 - (18) 10d x 1-1/2' (9) 10dx 1.1/2 A06, A07, A08, L/IM/R -1379#or less HETA16/H10A/HETA16 1810#/ 1040#/ 1810# (18)lodx 1-1/2 (9) 10d x 1-1/2' (9) 10d x 1-1/2" A01` L/M/R -1044#or less HETA36/. MT512/HETA16 1810#/990#/1830#- (14)10d x1-.1/2' `(9) Sod x 1-1/2' ,. '.. (9) 10d x 1.1/2" A01A, A01B, A02-A05, A10 L/;M/R -1121#or less HETA16/MTS12/H10A 1810#/ 990#/ 1040# :(14)10dx 1-1/2 (18) 10d x:1-1/2" A09 L/M/R --2939#or-less (2)HETA16 / (2)HTS20 / 2365#/2620#/2365# x (72) 10d 1-1/2' (2)HETA16 11I'l, .. B03 CONT, 152 PLF or less TOENAIL 330 PLF (1) 16d @ 4 O.C. PER GE01 J S-4 PEI-PB3 CO NT -264#or less PER TRUSS MFR A095UPPORT COLUMN C8. JOINT#16 2424 #orless HDUS SDS2.5 '5645# (14) 1/4' x 2-1/2"SDS WS & 8 MIN. EMBED 5/8" Epoxy Anchor or ATR (1)1/2"Wedge Anchor &(8) A17 SUPPORT COLUMN C2 JOINT#11 -1896#or'less D172Z 2145# 1/4"x11/2'SDSScrews TRUSS MANUFACTURER: PROBUILD DATE OF LAYOUT: DATE OF TRUSS CUT SHEETS. 4/2/2020 L=LEFT, R= RIGHT &M= MIDDLE. BEARINGS BEARING LOCATIONS ARE REFERENCED TO TRUSS MANUFACTURERS TRUSS DRAWINGS. OR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 H SIMPSON - CONNECTOR SCHEDULE USP - CONNECTOR SCHEDULE BARK TYPE CONNECTOR & -FASTENERS SPF SYP CONNECTOR & FASTENERS SPF SYP TO HETA16 w/ MI Od x 1 1/2" OH HTA16 wl (10)10d x 1 12" OR OFRAME MASONRY HETA20 w/ (9)10d x 1 112" 1810 HTA20 wl (10)15d x 11 r1" 1585 1870 O FRAME TO 112.SAw/(1D)8I NAILS 535 565 HF7Aw/(10)8c NAILS b16 685 FRAME FRAME TO H10A w/(18)10d x 1 12' 1015 1040 RT16Aw/(171100 x 1 lr2" 896 1020 FRAME H10A-2 wl(18)10dx11/2"AT 2 PLY TRUSSES 930 1080 PIT I6-2w/(I6)1 Odx 11/2"AT2 PLY TRUSSES 935 1060 O FRAME TO MTS12 w/(14)10dx 1 12" (AT EXTERIOR 860 990 MTW12 w/(14)1 Od x 1 1/2" (AT EXTERIOR 1005 1195 FRAMF LOCATION INCLUDE (3) 12d TOENAILS) LOCATION INCLUDE (3) 12d TOENAILS) OFRAME TO MGT w/(22)1 Od NAILS AND 5/8" A.T.R. w/ 12" 3330 3965 MUOT15 w/(28)1 Od NAILS AND 6188" A.T.R. wl 3330 4495 MASONRY EMBEDMENI SIMPSON "SET' EPDXY 12' EMBEDMENT w/SIMPSON'SET' EPDXY FRAME TO HTS20w/(24)10dx112'WEXTERIOR HTW20w1(24)10dxI1./2"(ATEXTERIOR O FRAME LOCATION INCLUDF(3)12d TOFNAILS 1125 1310 LOCATION 114Ci_.UDE(3)12d70FNAILS 1285 1530 FRAME TO (2) HTS20 w/(48)10d x 1 1/2" (AT EXTERIOR 2250 2620 (2) H7W20 w/(48)l0c x 1 112" (AT EXTERIOR 2570 3060 FRAME LOCATION INCLUUE (6)12d TOENAILS LOCATION INCLUDE (6)12d TOENAILS (EA) FRAME TO HGT-2 w/ (16)10d NAILS AND (2) 518' A.T.R. HUGT2 W (16)10d NAILS AND (2) 5/8" A.T.R. © MASONRY w/ 12' EMBEDMENT wl SIMPSON "SET" 10690 w.' 12" EMBEDMENT WSIMPSON "SET" 7020 9790 EPDXY (HGT-3 FOR 3-PLY) EPDXY (HUGT3 FOR 3-PLY) 0 FRAME TO FGTR w/(18)1/4"x3"BOB WOOD SC RFWS 3400 4725 RFU6 wl (12) WS3 WOOD SCREWS AND 7100 MASONRY AND(2) 112' x 5' TITEN HD ANCHO R 90 LTS (4)3/4"x6"WEDGE-80LT SINKERS Ji FRAME. FRAME TO. & ('GTx2 x!1 1/4" T 7EN 175U 2030 MASONRY SEE NOTE #6BELOW) J2 FRAMF TO MASONRY/ (2) LCT2 wl (32) 1 Bd SINKERS & (14) 1/4"x21/4"TITEN(2 PLY TRUSS) 3500-M 4060-M (2) LUG72 w/ (32) led SINKERS & 1 1/4"x3"WEDGE-BOLT (2 PLY TRUSS) 3100-M 3100-M 3240.F 3770-F 3800-F 4520-F FRAME OR (28) 16d SINKERS FOR FIR F (FA) OR (32) 16d SINKERS FOR FRAME (EA) J3 FRAME TO MASONRY / (2) LGT3 w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8"x5" TITEN (2 PLY TRUSS) 4730•M 6570-M (2) LUG73 w/ (241 1/4' x 21/2' WS25 SCREWS & x WB (2 PLY TRUSS) 0480-M 7050-M FRAME OR (52) 16d SINKERS FOR FRAME (EA) 5010.E 6950-F OR (56) 16dd SINKERS FOR FRAME (EA) 6480-F 7710-F O BEAM TO HU410 OPT HUG410 w/ (18) led & (10) 10d G#2880 HD410 OPT HD4101F wl (20) led & (10) 10d G#308C BEAM NAILS J#1895 NA'.LS U#1950 0 BEAM TO I HU410 OPT HUC410 w/ (18) TITEN G94500 HD410 OPT HD4101F w/ (20)1/4"x3" G#3355 MASONRY IM"x2 3/4" & (10)10d NAILS U#1800 WEDGE -BOLT &(10)10d NAIL8 U#850 L2 BEAM TO MASONRY / HU46 OPT HUC46 w/(6)'Od NAILS & (12)1/4" x 2 3/4" TITEN (TO MI 6#1640 U#980 G013000 'J#1135 HD46 OPT HU46 w/(6) 10d NAILS & (12)1/4" x 2 3/4" TAPCONS (TO MAS.) G#1625 U#1030 G#201E U#850 FRAME OR (12) 18d & (61 10d (FOR FRAME) SYP-F SYP-M OR (12) led & (6) 1 Dd (FOR FRAME) SYP-F SYP-M (2) HETA16 OPT (2) HE7A20 (2) HTA16 OPT (2) HTA20 M FRAME TO 1-PI (10) 10d x 1 1/2" OR 1920 1920 1-PLY wl (10) 10d x 1 1/2" OR 1870 MASONRY 2-PLY w/ (12) t6c 2365 2365 2-FLY wl (12) 16d 2430 HTSM10 w/(8)10d NAILS AND(4)1/4'k21/X 955 1110 HTWM16 w/(8)'Dd NAILS AND (4) 1/4"xt 314" 1145 1225 OFRAME N TO TAPCONS IL WEDGE -BOLT OR MASONRY HTSM20 w/(10)10d NAILS AND(4)1/4-W2 /4" 955 1110 HTWM20 v(10)l Od NAILS AND (4)' 14"x13/4" TAPCONS WEDGE.BOLI 1145 1225 0PFRAME TO H10S wl (9) 8d xl 112" NAILS AND (2) S/8'x4" 78D 910 MASONRY TITAN HD ®FRAME TO DTT2Z w/ (8) 114" xl 1 /2" SDS WOOD SCREWS AND (1) 1 T 0 A.T R. EPDXIED w/ 1835 2145 DTB-TZ w/ (9)1/4" xt 1/2" WS15 WOOD SCREWS AND (1)12"0A.T R. EPDXIED w/ 1510 1835 MASONRY SIMPSON "SET" (SEF NOTE #4) SIMPSON "SET" SEE NOTF#4) 0 FRAME TO HTT5 Id (26)166 x2 12" NAILS AND (1) 5/8" B AT.R. EPDXIED wi SIMPSON "SET' 4375 5090 H7T45 w/ (26)16d x2 1/2" NAILS AND (1) SIN B A.T.R. EPDXIED w/SIMPSON "SET' 5005 MASONRY (SEE NOTE 04 BELOW) (SEE NOTE #4 BELOW) _ 0 FRAME TO HTT4 .1 (18) led x21r2" NAILS AND (1)6!8"B A.T.R. EPDXIED w/SIMPSON "SET' 3640 4235 HTT45 w/(18)16d x212"NABS AND (1) 5/8"0 A.T.R. EPDXIED w/ SIMPSON "SET' - 41.60 MASONRY (SEE NOTE#4 BELOW) (SEE NOTE #4 BELOW) FRAME ED I 110S w/ (24) 10d A 1/2•NAILS 785 910 LUG Tiw/(23) 8d x1112' NAILS 876 1045 FRAME OFRAME TO HII w/ (4)1/4'M 12" SOB WOOD 760 780 R716M w/ (9)10d x 1 1/2" NAILS & 1395 1395 MASONRY SCREWS & (5) 1/4"x21/4' TAPCONS (4) 1/4"x 1 3/4"TAPCONS 0 FRAME 70 VGT wl (18) 1/4'x3" SDS WOOD SCREWS& (1) 5184 A.T.R. EPDXIED wI SIMPSON "SET" 3655 4940 MASONRY W 12' VIN. EMBEDMENT 0 FRAME TO (1) VGT wl (32) l/4NT' SDS WOOD SCREWS & (2) 5/8.0 A.T.R. EPDXIED w/ SIMPSON 5170 7185 MASONRY "SET'w/ 12" MIN. EMBEDMENT 0HDU4-SD32.5 FRAME TO VGT w/ (16)1/4'x3" SDS WOOD SCRE WS & w/(10) 1/4"x212"SDS WOOD 3285 4565 YUGT15 w/ (22)10d NAILS & HT745 w/ (18) - 4160 FRAME SCRFWS&(1)W"0A.T.R. 10dNAILS&(1)518"3A.T.R. O FRAME TO (2) HTT5 wl (52) 18d"x212" NAILS & 4375 i SpgO (2) HTT45 w/ (52) 18d'Sc21/2" NAILS 5005 FRAME (1)518"SA.T.R.(SEENOTE44) &(1)5/8"OA.T.R.(SEE NOTE #4) _ 1. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALLS BEAMS W/ (2) 12d TOENAILS. 2. ALL TRUSS TO TRUSS CONNECTIONS ARE PROVIDED BY TRUSS MANUFACTURER, U.N.O ON PLAN. 3. G.C. MAY USE EI I I TER SIMPSON OR USP CONNECTIONS, SEE FRAMING PLAN FOR CONNECTOR CALL OU T. 4. FOR SINGLE PLY TRUSSES, SCAB ON FULL HEIGHT SYP tl TO" TO TRUSS VERTICAL WEB W/ (2) ROWS OF 10C NAILS @ 3"O.C, STAGGERED, 5. 12" MIN. A.T.R. EMBEDMENT@ CMU BOND BEAM U.N.O. 6. SCAB TRUSS CHORD wl 4'411'2x SYP #2(MATCH CHORD LUMBER SIZE) w/ (2) ROWS 10d@4"FROM END &WO.C. STAGGERED; CENTER AT CONNECTOR LOCATION AS MUCH AS POSSIBLE. 0 MINIMAI CONNECTOR UNO ON FRAYING PLAN 1. CONNECTION FOR ALL ROOF / FLOOR TRUSSES TO MASONRY WALLS/ LINTELS/ ICE WALLS LIND ON PLAN 2. CONNECTION AT 24"OR 32"D.C. PFNDING VFRTICALS FOR ALL_ FLOOR TRUSSES PARAI_LFI. TOMASONRY WALLS SEE DETAIL P8121S3.1 FOR MORE INFORMATION 3. CONNECTION FOR ALL HIP JACK (CORNER JACK)TO MASONRY WALLS11CF WALLSILINTELS 4. CONNECTION FOR ALL CONTINUOUS RIM BOARD TO TOP OF MASON RYAT 32" O.0 MAX. w/ (2) AT EACH COKNEH. G.C. TO MIER FYLOCATION DOES NOT CONFLICT wl1JI (IF APPLICABLE) LAYOUT 5. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALUBEAMS w/ (2) 12d TONAILS OMIN MAL CONNECTOR UNO ON FRAMING PLAN 1. CONNECTION FOR JACK TRUSS TO WOOD WALL OR BEAM O MINIMAL CONNECTOR LINO ON FRAMING PLAN 1. CONNECTION FOR ALL TRUSSES TO TNT ERIOFUEXTERIOR BEARING WOOD WALLS AND/ORBEAAIS ROOF FRAMING NOTES 1. SHINGLE OR METAL ROOFING SYSTEM (SEE ARCH.) SHEATHING - SEE [RSH] 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 ENTRIES AND PORCHES SHALL HAVE 7/16" OSB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2X4 #2 SYP WITH (3) 10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH 8d NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 IF ROOF TRUSS LAYOUT SHOWS NOTE TO FRAMER TRUSS DTHIS LAYOUT M ER BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E_O.R- IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FDS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 1'-4" O.H. C.M.U. OR ICF WALL 0 �' METAL DRIP EDGE + SEE TYP. WALL 2 x SUB -FASCIA o SECTION ALUM FASCIA 2x4 P.T. FASTEN TO C.M.U. w/ 1 1/2" LONG T-NAILS @ 2'-0" O.C. SECURE J-CHANNEL @ 12" O.C. OUS VINYL G.C. SHALL VERIFY SOFFIT MATERIAL CAPACITY TO RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADI1NG WIND PRESSURE a"dc_ LO (0 O N 00 Ln 41 C d' pp CV e-I U. U. EcamRC O b01 cc rn N 'Iwo O v LO 2 W CL m m� aT'i (4 W 0 a O � � 0 Qyc N LL C Vi 41 o Zr0Itt< Z Q Y 4, a El -'`a 5 -2 cCN 3 F-- c c m c x . Y O �y O- r•- d d W � � COO v,1j-.I d 0; W a W W ~` co v'� Q Q n 1L f- HGo@ IL a OU (n O 2 m ass W U (n C-- F- ;'� o WWW.FDSENG.COM CD z 0 - o a z O � z N N < - In Z I` � N (D m - w a - 0 16 �� cv us�n 0 w t _ =m U - CA E w Co O Do _ 0 w V (n O 0)0) =!� c cotes < N O UOD Qim , ,DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦ I Job Information: 0 z �LO C LO W ��_ CIQ a (II ¢ z...... "t a _ 0JLLI-n' La JmC!)U7 ♦ I Model Name / Number: 2508 Plan Issue Date: Thursday, June 10, 2021 ♦ KA PROJECT NUMBER: 21-6775 I Sheet: � IOf: I T11313 I WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. TRUSS PLAN TR11 SCALE: 1/4" =1'-0" TYPICAL SOFFIT SUPPORT DETAIL 3/4"=1'-0" LINTEL SCHEDULE LINTEL BEAM: so - 1 COURSE LINTEL BLOCK W/ 14 5 BAR & 3000 PSI GROUT, MIN. 25" LAP (ACI 530) CONC. SLAB SEE FOUNDATION PLAN FOR MORE INFO - 111EM n NON-SHEARWALL TYPICAL I[.11111111SHEARWALL 11111111111L.I1 ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. FILLED CELL: FILL BLK, CELLS WITH 3000 P.S.I. GROUT ONE 45 @ LOCATIONS SHOWN ON THE FOUNDATION PLAN AND FLOOR PLAN. MIN. LAP 25" (ACI 530) TOP OF SLAB MS02 I TYPICAL SHEAR WALL SECTION I N.T.S. I TYP. TIE BEAM W/3000 P.S.I. CONC. W/1 #5 REBAR CONT_ SIMPSON SP4 W/(6) -10d X 11/2 / SP6 OR SP8 FOR 2x6 AND 2x8 WALLS = = = =FrnzI 2x TOP PLATE STANDARD HOOKS SEE M805 FOR MORE INFO TYP. FILLED CELL W/3000 P.S.I. CONC. W/1 #5 REBAR VERT. INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL C.M.U. 2"x #2 SYP/SPF P.T. W/ (3) 1/2" X 8" "Y' BOLTS OR (3) 1/2" X 6" EXPANSION ANCHORS OR (6) 3" X 1/4" TAPCONS OR (8) 2 7/8" HILTI TIX DNI NAI LS 2x BASE PLATE SEE PLAN FOR MORE INFO MS03I I I\PIIVIL,1-/NI/LJI _/-II-r.I �) +.r.�� .v N.T.S. nneonnlrw nnnlnlCr`TItvAI f1CTAIl C #5 REINF. BAR 1� ur, [+Tr%r%f%o until! SCALER"=1'-0" * GRADE 40 U.N,O 20" MIN. LAP #3 OR #4 REINFORCING BAR #q & #4 LAP SPLICE 25" MIN. LAP #5 REINFORCING BAR #5 LAP SPLICE . 6" lt! P #6 REINFORCING BAR #6 LAP SPLICE I MSOS I REBAR SPLICE DETAIL - GRADE 40 I N1.5' ATTACHMENT REQUIRE ENTS TAPCONS SPACING # ROWS 1/4" X 21A" 12" O.C. 1 Lx6 1/4" X 2sA" 12" O.C. 2 1/4" X 2sAL" 12" O.C. 2 NOTE; TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. 'PRECAST :LINTEL : W � ' a : (2) 2X P.T. > ; BUCKS W/ ; 1/2" O.S.B. BETWEEN I I I I I I FASTEN PT 2X NAILER TO ; MASONRY I I I I I I : I I : I IF DOUBLE 2X NAILER IS USED, USE 1/4"X 4 1/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED MS11I 2x BUCK DETAIL I N.T.S. I LINTEL NO. LENGTH=FT. SAFE GRAVITY LOAD PLF APPLIED GRAVITY LOAD PLF SAFE UPLIFT LOAD APPLIED UPLIFT LOAD PLF COMPOSITE BEAM 17'-4" 950 PLF 172 PLF 404 PLF 78 PLF 86F1 M NB/1T MUM 2 9'-411 1843 PLF 200 PLF 1133 PLF 50 PLF 8F16 -1B/1T 16" MINIMUM 7'-611 2661 PLF 921 PLF 1634 PLF 552 PLF 8F16 -1B/1T ® 7'-611 2661PLF 1349 PLF 1634 PLF 400 PLF 8F16 -1B/1T 0 4'-611 6112 PLF 172 PLF 2724 PLF 78 PLF 8F16 -1B/1T ® 12'-011 1254 PLF 190 PLF 559 PLF 133 PLF 8F16 -1B/1T 4'-611 6113 PLF 1796 PLF 2724 PLF 421 PLF 8F16 -18/1T 1►1611im 1. ACCEPTABLE LINTEL MANUFACTURES INCLUDE: CAST-CRETE OR QUAILTY PRECAST COMPANY ( LOTTS CONCRETE PRODUCTS, WEKIWA CONCRETE PRODUCTS.) 0 0 :63 0 011 5 REAR At Tor MIN. (1) RE&D Pr" CLEAR mp 4 GROJT ,8 REAR AT 15OTTOM 0, Or LINTEL cAvITY HOTTOM REINFORCING o/b"A-TIAL PROVIDED IN-'N'w NAR'.06) &" NOMINAL LICIH TYPE DESICSN,4TION F . rIL1 WITH GROAT / Il = JNFILLED CL:"ror OF "b REBAR AT 3o'TOM 0. CAVIY, SF16-1B/1T NOMINAL NOTI- J j L QUANTITY Or "5 NOMINAL 4EIGI-17 RE®AR AT TOO MATERIALS 1. f'c precast lintels = 3500 psi. 2. f'c prestressed lintels = 6000 psi. 3. f'c grout = 3000 psi w/ maximum 3/8" aggregate. 4. Concrete masonry units (CMU) per ASTM C90 w/ ruinimurn net area compressive strength = 1900 psi. 5. Rebar provided In precast lintel per ASTM A615 GR60. 6. Field rebar per ASTM A61-5 GR40 or GR60. Prestressing strand per ASTM A416 grade 270 low relaxation. 7, 7/32 wire per ASTM A510. S. Mortar per ASTM C270 type M or S. GENERAL NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required, 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. Lintels are manufactured with 5.1/2"long notches at, the ends 10 accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete maybe provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10.Lintel min. depths are called out on lintel plan. If contractor installs a deeper lintel than indicated on the plan, doing this Increases the strength of the lintel and is approved without engineering letter. if a smaller lintel Is installed contact FOR for approval. SAFE LOAD TABLE NOTES 1. All values based on minimum 4" bearing. Exception' Safe loads for unfilled Ilntels must be reduced by 20% if bearing length is less than 6-1/2". Safe loads for all recessed lintels based on 8" nominal bearing. 2. N.R. - Not Rated, 3. Safe loads are total superimposed allowable load on the section specified. 4. Safe loads based on grade 40 or grade 60 field rebar. 5. Additional lateral load capacity can be obtained by the designer by providing addional reinforced masonry above the precast lintel. 6. One #7 rebar may be substituted for two #5 rebars in 8" lintels only. 7. The designer may evaluate concentrated loads from the safe load tables by calculating the maximum resisting moment and shear at d-sway from the face of support. 8. For composite lintel heights not shown, use safe load from next lower height. 9. All safe loads in units of pounds per linear foot. PRECAST "U" LINTEL W/ 3000PSI CONC. AT OPENINGS SEE GENERAL CONCRETE LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT HURRK:ANE n n n ANCHORS 6 r Li L1 GROUT SHALL BE FLUSH WITH TOP OF WALL u 0^' /-STD. 90 HOOK (TYRI _ a w (V K STD. 90 DEGREE wANGLE REBAR ON BOTH SIDES 3000 P-S.I. OF OPENING U.N.O. CONC. W/1 #5 DIA. REBAR PROVIDE KNOCK -OUT BLOCK FOR FIRST COMPLETE CMU COURSE BELOW SILL & FILL SOLID W/ (1) #5 BAR FOR ALL WINDOW OPENINGS W-5 AND LARGE 8"xa"x16" CMU U.N.O. SEE FOUNDATION PLAN L SEE FOUNDATION PLAN FOR LOCATIONS rYP.BOND BEAM 3"x8"x16"K.O. -INTEL BLOCK -ILL W/3000 P.S.I. "ONC, W/1 #5 DIA. 3EBAR NDICATES FILLED ;ELL FROM FrG. TO SEAM WITH 1 #5 3AR MIN. 7 L00 t`io r00 - � Ln W r- ° E .f a P go �I 4Q M coo # 3k R u U c m "`� i' O N J J J -1 Y � c "F N 07 LL LL U- o § Q a)LF� Z W w" w amiVfM� o a s me�rn Q ai LLl Y c 'EmW y /(��$�� y ZLU U % p omgy3�� r'a �N mr Q Q �ag3 f(_1 a pp��mW I M O U) a"i3c0.Ima _ U J � El❑ ❑ WWW.FDSENG.COM a Z - O z p O Z J � ! � _ Ln Z 1` m J n uL }� I W Zi . o� o t9j - W09L W i C tJ5 O Jm o C0 �- M 000 ��00 c wvY a N0W l\ FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: 0 F- Z Q) C L0 L0 i V � M a (1) (a � � t0 E M 0) 2 z �M m i omU)(1) J LJ Model Name / Number: rYP. DOWEL25" Plan Issue Date: MIN. LAP (ACI 530) Thursday, June 10, 2021 KA PROJECT NUMBER: 21-6775 Sheet: SMI Of: ELEVATION "CR" MS01 I BLOCK WALL REINFORCEMENT T7771 LINTEL PLAN 2x6 #2 SYP P.T. W/ (2) %2'xS' WEDGE ANCHOR 0 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" 1/2" X 8" A.B. W/2" o "J" BOLTS WASHERS SET IN o FILLED CELL W/ #5 TYP. FILLED CELL MIN. 5 PER JAMB. VERTICAL o SECTIONAL OO OVERHEAD DOOR CONT. P.T. #2 WOOD SYP 2" X 6" ���°) WN r TRIM o E••• °■. �� O ,��` �, . .... a •• C.y • o e � 2"x6" P.T. WOOD JAMB U DOOR AND CONNECTION PER O ts'» �' ••�. GARAGE SLAB GARAGE DOOR MANUFACTURER v�cESS •yf\ ow TYP. GARAGE DOOR fire `gs, TRACK MOUNTING DETAIL o 00 L t— MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. N mvyc_ CO V O 0 3Sffic� N (D 4 ri W � 00 _'.j Ml9 GI v5; m U c aM I.I O Q 0) U_ tL IJ_ �c�rn a,53 Nr,, CO cpv m i' C=ty .O, In Z W N 1� a c Lu d Cp% n d o l- "i, y 25 u l Y BLOWN IN R-30 INSULATION PER FBC V LL y _� g c LL Y AND ENERGY FORM SUBMITTED WITH SLZ2-6P _ `( Z Y o p 3 PERMIT APPLICATION PROVIDE BAFFLES T BLOWN -IN R-30 INSULATION PER AT EAVES (FOR VENTED ATTICS) 12 FBC AND ENERGY FORM SUBMITTED FIBERGLASS SHINGLES OR 12 WITH PERMIT APPLICATION SEE PLAN TILE ROOF (PER ELEVATION) 8 " t7 a o PROVIDE BAFFLES AT EAVESOVER APPROVED UNDERLAYMENT Q„, 4 U vU} SEE PLAN (FOR VENTED ATTICS) PER FBCR 905.1.1 OVER APA o � � PRE ENGINEERED WOOD ROOF SHEATHING - SEE SCHEDULE - � H www.F�sFNG.coM � FIBERGLASS SHINGLES OR TILE ROOF (PER ELEVATION) OVER APPOVED UNDERLAYMENT TRUSSES @ 24" O.C. [RSH] - ON FRAMING SHT. FOR SHTG &FASTENERS. - PER FBCR 905.1.1 OVER APA \ II I SEE ROOF PLAN FOR —o 0 0 ROOF SHEATHING SEE SCHEDULE- PRE-ENG. WOOD RSH - E FRAMING SHT. FOR TRUSS ANCHOR (SEE PLAN) - - - • SEE PLAN FOR ;; TRUSS CONNECTION -'' "_, - -' INFO &LAYOUT DESIGN z N TRUSSES @ 24" O.C. _ _ BRG. HT. SHT'G & FASTENERS, - I _., 1/2" DRYWALL ' ' OR • ' SEE PLAN FOR - - — TOP OF BEAM ' = ' t° TRUSS ANCHOR (SEE PLAN) FELT PAPER ETAL DRIP EDGE I N i TO BE INSTALLED ON OUTSIDE FACE TRUSS PLATE 3/4„ P.T. NAILER 2X SUBFASCIA SEE ROOF PLAN _ - i FOR BEAM SIZE & M — �'`.._.. _s, ' __ .._=r _., .._. SOFFIT. SEE ARCH. CONNECTION fNFO uj -w--ME-FAL DRIP EDGE 1/2" DRYWALL 1/2" DRYWALL PLANSle CURTAIN4 PT. @WINDOWS LINTEL BLOCK Q c tint CONNECT ALL 2x STUD _ 2X SUBFASCIA 1 x 8 P.T. @ S.G.D. O.H. W/ (1) #5 DIA. RE -BAR & t M arm TO TOP PLATE WITH (4) 16d TOENAILS SOFFIT. SEE ARCH. " SEE ELEV. 3000 PSI CONCRETE " PRECAST "U" LINTEL " ; ; , U J (r> w w N o o00 (. . PLANS SEE SCHEDULE u I I t 6 °) �� 1/2" DRYWALL z o -� --- SEE PLAN FOR HEADER SIZE u I 2X4 #2 SYP P.T. FRAMING U � o Q l W MIN 7 16" O.S.B. 00 Y C � SHEATHING ATTACHED PER i Q N O oA M I NAILING SCHEDULE OPTION! 15132" OSB EXPOSURE 1 ON 0'H' ' w I 1 DAMS HOMES MAXIMUM OF (3) - 2X PLATES MAY BE EXT, WALL W/ ALL EDGES BLOCKED. 4 SCOLUMN EE FLOOR PLAN FOR I w ADDED BELOW THE HEADER W/ EACH SEE ELEV. SEETBI3 FOR NAIL ATTACHMENT. 1EINFO SE UJI (OPTION) STAPLE: 16 GA. 1 3/4" PLY ATTACHED W/ (2) ROWS OF 16d STAPLE @ 2 O.0 EDGES AND FIELD. r NOTE: 44" MAX. SILL HGT. ON r —FILL CELL -(1) #5 DIA. CONNECTION , , w FLORIDA CONTRACTORS LICENSE N0. CRC1330146 NAILS AT 8" O.C. ALL BEDROOM WINDOWS. REBAR W/ 3000 PSI ¢ SECURE 2X4 P.T. BOTTOM 3000 GULFBREEZE PARKWAY " CONC. ALL LOCATIONS " 1 I PLATE w/ 5/8" x 8" GULFBREEZE, FLORIDA 32563 " SHOWN ON FOUNDATION ' ANCHOR BOLT SET VINYL FRAMED WINDOW w/ SCREEN " & FLOOR PLANS _ ' ' � SIMPSON HIGH -STRENGTH E DIVISION LOCATION: (G.C. TO VERIFY W/ FLOOR PLAN JA i EPDXY 6" MIN. EMBED. PORT ST. LU C I E LOCATION OF OPENINGS IN y "; EXTERIOR WOOD WALLS. IF NO ; OPENINGS ARE INDICATED, FULL o. Job Information: STUDS ARE REQUIRED). y . NOTE: 44" MAX. SILL HGT. ON ALL BEDROOM WINDOWS. VINYL FRAMED WINDOW WINDOW STOOL ellW/ SCREEN h CEMENTITIOUS DECORATIVE FINISH 7/8" THICK PER ASTM PER SPECS PRECAST CONC SILL " " SQUARE CMU BLOCK BASE W/ (4) #5 VERTICALS FILLED SOLID 1x P.T. WRAP or STUCCO BAND SEE ELEVATION FOR MORE INFO O 1 PAPER BACKED FOIL R-4.1 u 2X STUDS (SEE FLOOR PLAN FOR INSULATION AT CMU BLOCK WALL N MORE INFORMATION). SEE TB13 1/2" DRYWALL PER FBC AND ENERGY FORM FINIS SUBMITTED WITH PERMIT A.'J (SEE ELEV TIONS) z r I ON SHEET 6 APPLICATION LO FOR NAILING INFORMATION FOR WALL SHEATHING. 2 FURRING FIG. DOWEL #5 DIA. REBAR �o y N U R-13 INSULATION AT EXTERIOR WOOD FRAME WALL PER FBC P.T. 2X #2 SYP. BASE PLATE 1 x P.T 1 x 4 P.T. 17" IN CONCRETE - 25" 530) ABOVE M AND ENERGY FORM SUBMITTED w/ 1/2 x 8 A.B. (OR 1/2" x 8" TITEN WITH PERMIT APPLICATION HD w 2" WASHER AT 32" O.C. / MIN, 6" FROM END - SEE WS07 BASE NAILER EXTEND (ACI SLAB. ALL LOCATIONS SHOWN WOOD BASE ON FOUNDATION PLAN SEE FOUNDATION PLAN FOR FIG SIZES AND � � a � � v � U < WOOD BASE —� � �— N FOR TERMITE SHIELD SEE FOUNDATION PLAN SEE FOUNDATION PLAN FOR LOCATION � O Ljj J m o FOR SLAB INFORMATION TOP OF SLAB SLAB INFORMATION _j 00 u_ ;0 * oo Model Name /Number: 4. ' ' GRADE 2508 _ a ' m 7 , s SEE PLAN FOR "�� _ , �I CLEAN �� N ; . . �, Plan Issue Date: COMPACTED *' " C s ° r lJJ I RE -BAR QUANTITIES a?" _ ; FILL ,_ • ' m +i- -� k Thursday, June 10, 2021 SEE PL qN �-- �/ SEE FOUNDATION �', r, �,k �2k'� � KA PROJECT NUMBER: SEE FOUNDATION PAN 16" FTG REQUIREMFNTS PLAN k � ' ' " `� ` � FOR 21-6775 WS01 TYPICAL WALL SEC TION - 8" CMU 3/4" _ 1' o" Sheet: S=2 Of; WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4" _ �' o" CD23 COLUMN @ ENTRY - CRAFTSMAN STYLE N.T.S. TYPICAL FRAMING DETAILS WHEN REQ'D RECE.'SED PRE -CAST LINTEL SIMPSON SP2 TOP 8" D BLOCK TIEBEAM AND BOTTOM. TYP. STRUCTURAL W/(1) 45 REBAR U.N.O. NOTE: MAY CUT BACK 2x8 P.T. @ @ EACH 2X CRIPPLES (3) 16d COMMON TOP TO ALLOW CONT. 2x4 BLKNG @ 16" O.C. NAILS(TYP) SHEATHING AROUND CURVE. MIN. 2 TITEN CLIP EACH TRUSS ANCHORS TO 2x8 I'. r. r. ' (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE LINTEL F^T (SEE PLAN) ® ®® �—HEADER PER EXTERIOR SHEATHING LOCATION ' e 7/16" 0.5.B. 2x8 W/ (3) 12d ATTACHED PER NAILING EA. SIDE TOENAILS EACH END ®® �� SCHEDULE T813 ON SHEET 6 STUD ANCHORING: 7/16" OSS W/ 6d STUD TO TOP PLATE: 2X BLK'G. /16" OSB W/ 6d ; SIMPSON SP4 NAILS @ 16" O.C. INSULATION AT EXTERIOR TO O.S.B. NAILS @ 16" O.C. HEADER TO SIDE & TOP NAILER WOOD FRAME WALL PER FBC TO SIDE & TOP NAILER (SEE PLAN) W/ 2 - 8d 2x W/ (3) 12d EA. END AND ENERGY FORM SUBMITTED ' TOENAILS EACH WITH PERMIT APPLICATION 2 X 4 SPF 2x4 SPF CONTINUOUS EA. SIDE O.S.B. END TYP. EXPOSED XTOR INTERIOR SPACE) ' IOR WALL IS AT 16" O.C. EDGE VIEW BLOCKING ATTACHED EA. SIDE TO 7/16" OSB W/ (2) 8d 2x4 SPF CONTINUOUS 2 X 4 P.T. STUD TO BOT PLATE: NAILS. SEE DETAIL ABOVE 2X BLK'G. TO O.S.B. BLOCKING ATTACHED SIMPSON SP4 W/ 2 - 8d EA. END TO 7/16" OSB W/ (2) 8d ' NAILS. SEE DETAIL ABOVE LINTEL ' : 1/2" X 8" 2x BUCKS SEE MS11 t. , FOR MORE INFO EDGE VIEW 7'-0" MAX NOTE: HOLD FRAMING 1/2" ANCHOR BOLT �• �{ a WINDOW OR DOOR OPN'G BACK FROM FACE OF BLOCK @ 32" O.C.N���i�,i�$ I"oatF 7��i',�JJ FOR SHEATING TO BE FLUSH `'N �?•0 v N WINDOW OR DOOR OPN'G WITH BLOCK FACE 81, CM U WALL WF01 DETAIL @ ARCH WINDOW FRAMING N.T.S. WF02 DETAIL @ ARCH WINDOW FRAMING N.T.S. WF21 KNEEWALL @ ENTRY FRONT WALL 3/`�'• '' 4" = 1' 0" �F. �� d PROVIDE 2x4 ON TO OF 2x8 TO BLOCK OUT 2 ROWS 12d @��'pF�P/`()Kel)Lat� TOP PLATE ATTACH w/ 3" O.C. OUBLE 2x4 (2) 12d NAILS O.C. (SOLID BLOCK w/ 2x6) TOP PLATE STRUCTURAL SHEATHING 18. 7/16" MIN. NAILED W/ 8d 2x4 STUD 8 MJN ` COMMONS @ 3" O.C. @ ` EDGE & 6" O.C. FIELD RUN PER PLAN FULL SHEET FROM 2x4 BEYOND AGAINST 2x8 STUDS T OP SPLICE BOTTOM OF FALSE BEAM NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OUBLE 2x8 SEE GE05 FOR TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. TOP PLATE STANDARD \\�� \\I SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD GABLE END �� �l (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN 1 ` TOP PLATE W 8d 2 1/2" x 0.131 NAILS w FRAMING ` I ` (SIM. w 2x6 NOT REQ'D. WHEN QT SYSTEM IS APPLIED ) 2x4 w/ 2 ROWS OF d m `�• o STUDS N 4O iO } 12d NAILS @ 3" O.G SIMPSON HUC410 OR (2) S y m I'_ ' TOP PLATE TRANSITION WOOD BEAMzt, w I c I PLAN FOR SI3 " TO BUILT-UP COLUMN gc�v`gO1I'-U_PIPE OR DUCT w/ OUBLE 12d Uj + +I PENETRATION THRU TOP SPLICE 1+ +I N TOP PLATE w/ MORE SUPPORT COLUMN BUILT-UP MIN.THAN 50% OF TOP (3) 2x4's OR 4x4 W/ (2)-10d 3.aH g Q a ujTE TO @ 3 O C12df. 3 T� s is 4 oi o PLATE WIDTH INSTALL (AILS jACH PLY d W El r ° z w GABLE END W/ 16d r SIMPSON PSPN516Z I SHOWN AS 4 x 4 3 o= _ °' c tr o (Z) SIMPSON HETA20's W o 8 p o p w NAILS @ 6" O.C. a w/ (12) 16d NAILS TYP. �" ' ' ' " �' o MJ , w/(12)-16d EA. TO COL, . .3 a iIi �, DD m d I TOP & BOTT. x' i '+i ALT: (2) MSTAM36 STRAPS z N € 2 m.E ce NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OTTOM SPLICE TYPICAL BLOCK , , CENTERED w/ (13)-10d NAILS o I"J o m c/) o TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. OVER STUD ° ' WALL Ea TO COL. n a 2X4 STUDS @ 24" O.C. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ ` `' o z ° 11 TIE BEAM W/ SINGLE BASE & TOP (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO s° WWW.FDSENGCOM ❑ ❑ ❑ PLATE W/ PLYWOOD *OP PLATE W 8d 2 1/2" x 0.131 NAILS SHEATHING NOT REQ'D. WHEN QT SYSTEM IS APPLIED Z o COVERING NOTE: Z 0 o o PLATE LENGTHS MUST BE AT 1s7� �► z Q LEAST 8'-0" LONG. TYPICAL t ) Q a N.T.S. 3/4 - 1'-0 N.T.S. Lo GE15 FALSE BEAM AT GABLE END WF17 TOP PLATE SPLICE DETAIL CD04 BEAM @ RAISED ENTRY MASONRY WALL 04 z� � s 0 co N W _j n LU �l >, 2x8 SYP #2 + C) TOP & BOTTOM U N ATTACHED W/ (1) ROW 16d 2x6 SYP. #2 W U) m 00 NAILS @ 16 O.C. RIPPED co 00 �� BOX HEADER DETAIL o IOU).v 1% 1 /s" 1m c co d' s * CRIPPLES MAY/MAY NOT BE PRESENT. a (NIo n IF ONLY (1) KING 7/16" O.S.B. VERIFY HEADER ELEVATION r Dalvl:q&4nia1 c- 14-1 HEADER ANCHOR NAILED TO TOP PLATES, HEADER & JACK FLORIDA CONTRACTORS LICENSE N0. CRC1330146 NO. & SIZE OF HEADER SIZE RAFTER TIES 3000 GULFBREEZE PARKWAY & GRADE EACH END GULFBREEZE, FLORIDA 32563 SEE PLAN FOR (2) LSTA 30 BEAM SIZE DIVISION LOCATION: NOTES: CONNECTOR REQUIRED PORT ST. LUCIE 1) ADJACENT NAILS ARE DRIVEN FROM 3) FOR 4-PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG OPPOSITE SIDES OF THE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) (3) 16d 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NDS SECTION 16.3 FOR SEE PLAN SEE SCHEDULE Job Information: THE THICKNESS OF THE LAST LAMINATION. ADDITIONAL INFO. SP4 AT COMMON FOR WLL 2X CRIPPLES @ 16" O.C. 24" O.C. NAILS(TYP) HGT, TOP AND BOTTOM SIMPSON SP2 TYP. 2-ROWS 12d NAILS WF37 TYPICAL COLUMNS DETAILS N.T.S. STAGGERED @ FOR OVERHANGS GREATER THAN . • : • FILL 1ST. 4 COURSES 11/2" CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS ; • REINFORCEMENT REQUIRED) F.F. OVERHANG --I' ��' ' �• • ��' ' �•" • • ' Cmul FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" ,D PER 011 �/ ♦ I O.C.• SIDE & TOP NAILER•�.`II 2x W/ (2) 16d TOENAILS G' EACH END TYP. II BLOCKING2x4 SPF CONTINUOUS © ATTACHED TO . • © :• NAILS. SEE DETAIL ABOVE ELEVATIONSEE FOR ROUND/ SgUARE TRANSOM BOX HEADER EACH • HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL JACKS KINGS JACKS KINGS SIZE EA END EA END EA END EA END LESS THAN 4' (1) (2) (1) (2) >4' BUT <9' (2) (3) (2) (2) 10'4' - 16' 3 4 3 4 12" 0/C EACH 00, * WHEN STUD LENGTH FACE OR 3-ROWS rl000 IS LESS THAN 12" USE 12d NAILS STAGGERED LSTA30 STRAPS AT EACH @ 12" O/C FOR 2 x 10 STUD WRAPPED OVER OR GREATER HEADER 0 TOP PLATE & NAILED TO HEADER EACH SIDE FILL ALL HOLES IN DOUBLE 2 x #2 STRAP S.Y.P. HEADER W/ o L 1/2" FLITCH PLATE W 0 `- 0) 10d NAILS @ HEADER. (U.N.O.) m a m 8" O/C TYP. > a) s aj n- FILLING AND BLOCKING AS ) DOUBLE 2 x 4 REQUIRED FASTENED TO �� �/ �rE I— 3. U CRIPPLE STUD HEADER W/(2) ROWS OF 12d 16" O/C UNLESS N Ll.l TYPICAL (U.N.O.) -- @ O _I `o NOTED OTHERWISE J M v! VI Model Name / Number: 2 x 4 STUDS TYP. SIMPSON HTT4 W/ (18) 2508 CMU 16d NAILS & A 5/8" vPlan Issue Date: EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O. Op F4jA'G OR 8 1/2" AT GARAGE Thursday, June 10, 2021 STEP DOWN � KA PROJECT NUMBER; * �F HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING P.T. BOT. PLATE 21-6775 NOTE: FOR OVERHANGS LESS THAN 5/8" • NO REPAIR REQ'D. WALLS WITHOUT UPLIFT WINDOW OR DOOR OPN'G Sheet: of: S=3 MS18 I RETROFIT WALL OVERHANG DETAIL N.T.S. WF39 I TRANSOM DETAIL AT ENTRY 1/2" = 1'-0" WF09TWALL HEADER DETAIL N.T.s. TYPICAL WALL DETAILS MAX 9" UNSUPPORTED 2X4 #2 SYP BLK'G @ 16" O.C. W/ *DIAGONAL SPACED AT 20'-0" O.C. MAX (2) 16D NAILS EA. END. SEE [RSH) SAME SPACING AS BOTTOM CHORD LATERAL BRACING -- ° - - SCHEDULE FOR SHEATHING ATTACHMENTS. IF> 9" 2X4 #2 SYP TO BE LESS THAN (MIN. FIRST 4 BAYS) BLK'G @ 16" O.C. OR EQUAL TO 45° - MINIMUM 2"x4" - -- 8d NAILS @ 4" O.C. IF> 9" CONT. 2X4 42 SYP W/ (2) CROSS BRACING "� O.C. EA. SIDE 10DLL (SEE PLAN FOR ' .. �. r' �- AND ROOF8 SHEATHING, SEE T813 LOCATION) BLOCKING FOR SPECIFICATIONS 2x4 SYP L BRACE FOR 2x4 SYP OR SPF CROSS BRAC GABLES 3'-0" TO 5'41" TALL. APPROX. 8" FROM RIDGE/ 2x6 SYP L BRACE FOR THEN 4312O.C. EACH END & @ GABLES 6'-0" AND TALLER. CROSSING AT 450 ANGLE. / ATTACH L BRACE W/ (NOT REQ'D WHEN GABLE IS 12d NAILS @ 4" O.C. 4' 1" OR SHORTER) FASTEN (1) SIM ON HGA10 ` CONT 2x4 SYP OR SPF SPANNING (4) BRACE CONNECTOR FROM GABLE TRUSS TRUSS BAYS (8'-0") NAILED DIAGONAL BRACE TO SILL PLATE w/ 10d @ 3" O.C. (3) 12d , W/ 312d TO CHORD (MIN BLOCK/PLATE NAIL GABLE TRUSS PER JOINT 1ST 4 BAYS TO TOP PLATE w/ 16d NAILS @ 4" O.C. CONTINUOUS LATERAL BRACING 2x8 .T. PLATE 1/2"x8" ANCHOR BOLT �'� ' NAIL OVER X BRACE AS SHOWN 2x4 SYP OR SPF BLOCKING 4 BAYS AT 48" O.C. MIN. BETWEEN TRUSSES @ 48" KNOCK OUT COURSE INSTALL BLKG. AT TRUSS WEBS X-BRACING 2x4 SPF OR O.C. MAX. FASTEN TO EA. CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING @EACH TRUSS w/ 3.12d NAILS D MASONRY WALL SYP w/ (3) 12d TRUSS WEB NAIL TOP OF "T" TO GABLE i ROOF SHEATHING, SEE TB13 FOR ATTACHMENT ,f TRUSS w/ 2.12d AND 1 OVER JACK TRUSSES, SEE `. `�� N H8 PLAN. NAILS 10-10d`•� `. � TB01 TYPICAL CROSS BRACING DETAIL N.T.S. LTII30210-iOdx11/2"" TYPICAL CROSS BRACING DETAIL N.T.S. FASTEN (1) SIMPSON HGA10 OW ®rp� @ 48" O.C. w/ 8 1/4"x1 1/2" Aa*' •' SIDS WOOD SCREWS GABLE 2X4 BLOCKING W/ 2-12d TOENAILS�� NAIL TOP OF "T" � � .'` PROVIDE 2X4 MIN. BLOCKING AT END TO TOP PLATE BEAM / TO GABLE TRUSS w. 2-12d = ,•° CENTER LINE OF HIP RIDGE, TYP. FRAMED WALL OR BEAM AND 1-SIMPSON H8 w/ re. REND TRUSS BELOW, SEE PLAN. 10d x 1 1/2" NAILS Q NAIILLSS EACH TO TOP CHORD @ WOOD FRAMED WALL @ DUTCH GABLE - ,,�r', ro a^ •.. . . TYP. `�` Ec�:�r0y� A TRUSS ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING GE01 GABLE END BRACING N.T.S. �� vp�,� WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP ! pg }},�@@ q°��*° d � mil _n A TRUCTURAL PACE N ____ G.T. SHEATHING N ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 TOP CHORD WHEN REQ'D NAIL TO TOP CHORD TO PREVENT SHEATHING JACK - - - - - OF HIPPED TRUSS W/ SPAN FROM EXCEEDING TRUSSE3 HIP 12d NAILS @ 6" O.C. MAX 24" SPAN (EITHER G.T izl�IIi SIDE OR BOTH IF REQ'D) I (2) 12D NAILS MINIMUM (3) 12d .bw ROOF AT 12" Q.C. MAX PER JOINT MINIMUM 2"x4" SPF OR SHEATHING SEE SYP TRUSS BRACING *SPACED AT 10' 0" MAX r rn H ri 00 r- W Q9 w � 00 PLAN c W `° ; h LO oo I— o .3 a a�U ci'S N� J J v LL c$ c O g a26 2X4 BLOCKING $ 01Na w w g m o IA a ti HIP TRUSS ° � � R w iA BETWEEN TRUSSES b y � N SFCT. AA '- 0 . W ����yy � a:W iU�L (7 —JLLclr cf H a Z ate¢ 0 °y cc' 0, I- C N y K O) III Ul 61 w �' 0 w TB03 HIP RIDGE BLOCKING DETAIL N.T.S. TB04 TRUSS BRACING OVERLAP DETAIL (TYP) N.T.S. W GL U CO5L .-.0 M .J ma3�a II/Ln .aw m ate- - � LL O U Z 8 O y 2. 8 9 y =L w U J f!1 ;. 2 a> .� «. m.0 WWW_FDSENG.COM Z o0 — O TRUSS NOTES: 0 N z N ¢ 1, WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND 7 r aLn BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING 1S THE MOST COMMON CAUSE OF ACCIDENT Z 04 IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES, THIS CONSTRUCTION LOAD SHOULD BE LIMITED OF ANY 0TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION Q) - 'a CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. I Eu 2 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL M `0 LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 12) 3-12d NAILS AT EACH TRUSS INTERSECTION. E'-' 2 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS, 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. M SEE TYP. TRUSS BLOCKING DETAILS -1 co SHEATHING00 w 2_O 0UL ;- a� 3 TO 4 TRUSS 2x4 AS SHOWN 00 T TRUSS SPACES ALTERNATE DIRECTION c Q N 6 RUS' IA,,\DAMS HOMES VERTICAL SCAB 2X6 #2 SPF 48" O.C. SEE (2)-1 NAILS W/ (4) 12d TOP &BOTTOM OR H5 TRUSS OR HCLR/LL IN PLACE OF (4( SOD SECTION TO EA TRUSS i FLORIDA CONTRACTORS LICENSE NO. CRC1330146 REQUIRED @ RAFTERS GREATER THAN 8'-0" B-B 3000 GULFBREEZE PARKWAY SEE PLAN OUBLE TOP DOUBLE SEE STRUCTURAL NOTES AND NAILING GULFBREEZE, FLORIDA 32563 PRE -ENO. TRUSS PLATE SECTION B-B TOP PLATE SCHEDULE FOR SHEATHING DETAILS DIVISION LOCATION: 2x STUD WALL � VARIES W/ ROOF PORT ST. LUCIE SEE PLAN �IJ SLOPE •\ /� CONV. FRAMED RIDGE \ \ \ / / VI Job Information: MAY BE NAILED w/ MIN. VERTICAL SCAB 2X6 42 2X4 SPF BLOCKING \ (4)12d WHEN IT LANDS SPF 48" O.C. W/ (4) 12d \ BETWEEN TRUSSES NEXT TO PRE-ENG. TRUSS 2x8 BILKING. NAILED C@ EACH TOP & BOTTOM OR H5 OR \ @ 48" O.C. MAX. / SIDE w/ (3) 12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12d REQUIRED w/ (2) MTS12'S REQUIRED @ RAFTERS GREATER B \ \ / THAN 8'-0" 2x4 SPF BRACE \ / - \ @ 48" O.C. - NAIL w/(4) COLLAR TIE \ \ 12d AT EACH END & EVERY 3rd SHEATHIN • RAFTER \ \ ALTERNATE DIRECTION \ O CB \ 2X4 BLOCKING BETWEEN BEVEL CUTS ` TRUSSES W/ (2) 12d NAILS (OPTIONAL) N � @ EACH END, CONT. EACH BAY B TB 2X4 SPF W/ (2) #7X31/2" / / C � 0 DB WOOD SCREW EACH TRUSS / / SE E PLAN w fUSSES �A i (} BLOCKALTERNNGNG OR H5 @ 48" O.C. / / PRE-ENG. TRUSS \ / / a co V CONT. ROOF SHEATHING AT TRUSS TOP \ / / ri , , ■ ■ Q STRUCTURAL SHEATHING 75 CHORD AT ALL HAND FRAMED AREAS TYP. ■ �■/' �■ SEE PLAN FOR CONNECTION 171 SIMPSON A34 OR \ \ B 2X4 P.T. BLOCKING BETWEEN DIAGONAL WOOD � 2x8 #2 SYP RIDGE BEAM (USP MP4) @ \ \ / / 2'-0" ON CENTER \ \ / / r /) ' ^ O � v J v, � � TRUSSES W (2 -12d NAILS C� / AT TRUSS \ /\ / 2X4 SPF BLOCKING EACH END MAX - 2x6 RAFTERS @ 2'-O"O.C- BETWEEN TRUSSES X V Model Name / Number: MAX. w/ (3) 12d COMMON TOENAILS TO RIDGE BEAM @ 24" O.C. MAX.w/ WALL BELOW 2X4 RAFTERS FOR SPANS LESS THAN / , , ,\ (3)12d EA. END (TYP.) 2508 (SEE PLANS FOR TYPE) CONC. MASONRY 4 FT @ 2'-0" D.C. MAX W / (3) 10D SEE PLAN _ 2X4 CONT. AT OK STEEL OR WOOD COMMON TOE NAILS TO RIDGE BEAM Plan Issue Date: T & B CHORD BEARING SUPPORT Thursday, June 10, 2021 TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/2" SPACE KA PROJECT NUMBER: @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING SEE PLAN FOR MORE SHEATHING INFORMATION 21-6775 2x4 S.Y.P. @ 16" O.C. Sheet: 4 s Of: TB06 I BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.S. TB15 EXTERIOR NON -BEARING WALL DETAIL M.S. ROOF FRAMING AND BRACING DETAILS M 9 THERMA-TRU INSTALLATION KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM n MASONRY JAMBS. EMBEDMENT INT O THE M OF 11/4 5-1111111A. SPAC EVEN L 6" 6" SINGLE DOOR SPA =VE N. SINGLE DOOR W SIDELITE 111 6" 3" 0' TO 3° 3„ 3" 3„ 3n I I I I I I E i 3 LL r 1 30- 3„ 3„ 3n 6 6 W 6. 6r, DOUBLE DOOR W/ SIDELITES a 6' ,PACE '.VEN LY ;1. 6 SINGLE DOOR W/ SIDELITES J J I a E LOCATION OF BARRIER TO BE 1'-0" IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE / FILLED PVC. PIPE. 0 C� TOP OF SLAB H 11 09 Z 1 -II -Ilr°I ®,IloAll° i If - If v 4 Lt v 1 16" MIN. DIAMETER CONCRETE FOOTING PROTECTION BARRIER DETAIL 1 N.T.S. 31, SPACE EVENLY a] 361, Ridge • -- -------------------------- --------- SEALANT LI - NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING • NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. 1�ocl Desk Line _valley by centering goo oa'aaeS ` 36" wide fay@ oau oh CerlainTeed Win rGuaw, d�� d�aJs6' 0 1 ate�proofirg S Ingle nderloymer or urde<Xa`it^ cuivalent du to GodhSe Jise oUtse 5o Alt' Ge 3td V'nd Coctse 1 / Rake 15�GOU . Metal ` o not nail within Drip 6" of 22 Embed each shingle Edge valley centerline i a 2" strip of aspftalt � raging cement. i � Cut 2" i diagonal) off upper Save 7" orner ofyt1mmed` pieces to use in 5thCourse a le. , . ./ Cut shingles 2 back from valley centerline SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY TEXTURED, PAINTT��5, BEHIND FLASHING LOCATIONS) EXTER. WALL FIAND EXTENDING A MINIMUM or 6" ABOVE 6" X G" H GALVERTICAL RISE OF FLASHING VERTICAL WALL FLASHING CONAT KNEEWALL T ENTRY PLASTER STOSEALANT ROOF SHINGL 6" X 6" H GALVFLASHINGCON \ Y / FLASHING DETAILS 6" HORI, . NOTE: THIS DETAIL IS REQUIRED FLASHING AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION Extend the shingles over the rake and eaves about 1/2" if drip edge is used, or about 3/4" if no drip edge is used. INSTALLATION OF BUCK \ BUCK STRIPS - 2x (DEPTH OF W'DOWAll \� 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: C.C. TYPICAL 2x BUCK INSTALLATION OF WINDOW ATTACHMENT N.T.S BUCK STRIPS - 1x4 (DEPTH OF WDW. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS 1/2" DRYWALL FLAT HD. "TAPCON" SCREW THRU THE W'DOW FRAME INTO MASONRY o a JAMB MIN. 4" FROM END AND MIN. 16" C.C. 1/8" SHIM SPACE EXT. FINISH DRIP EDGE WINDOW SEALANT GENERAL CONTRACTOR TO COORIDATE BACK OF JAMB SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S F � L TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S Sae R905.2.8.5 DRIP EDGE. PROVIDE DRIP EUGE AT EAVES AND GABLES OF SHINGLE ROOFS. OVERLAP TO UE A MINIMUM Or 31n 76cm). EAVE DRIP EDGES SHALL EXTEND `fan BELOW SHEATHING AND EXTEND BACK ON THE ROOF A MINIMUM OF tin DRI0 . EDGE AT EAVES SHALL BE PERMITTED TO BE INSTALLED EITHER OVER OR UNDER THE UNDERtAYMENT. IF INSTALLED OVER THE UNDERLAYMENT THERE SHALL RE A MINIMUM 4in WIDTH OF ROOF CEMENT INSTALLED OVER THE DRIP EUG6 FLANGE. DRI> EUGE SHALL BE MECHANICALLY FASTENED A MAXINUM OF 12M ON CENT-R. WHERE THE Vesd AS DETERMINED IN ACCORANCE WITH SECTION R301.2.1.3 S 110 MPH i177 KM/HI OR GREATER OR THE MEAN ROOF HEIGHT EXCEEDS 33 FEET (10.053 mm), DRIP EDGES SHALL BE MECHAMCAI LY FASTFNFD A MAXIMUM OF 41NCHES ON CENTER Maximum fastener 5padng ()ambs, Head and Sill) Wall Framing: #2 SprucelPine/Fir Or Better Silicone p30 x b1t2" ._. Screw Minimum Penetration t 318" Glazing Bead Cross Section View Y Mnmum ` Silicone E>derior Sheathing Hole: We stYonpfy rMizzMend tpe use ornasning and/or mashing tapes and sHl pens as stated In A57M E2112-01. However, due to variation In codes and bulldtng types, It is teftup to the end user to determine the proper I0st81180017 ofthese Items, +.'., s,.ti Before jr-tz In t tl$ + h v, thebabble wrap n aY l Fly ed ba for 3napecYon, but please stf ttl v „: `� e ti,e n.c,,..., t Pn -r a._,,:� ar.1 other damage anti€ consfruetaorl is complete. Step 1 Measure to be sure the opening is 318" to 1/2" larger than the window size bah vertically and torlmntafly. + You may wish to pre -drill the installation holes in the fro at this time. a rd the NW toles to d* mamt! fin as day are not necassaiffly vaced con Step 2 Apply a generous bead of silicone to the badi side of the mounting fin. Use enough silicone to suffder* fill ail voids between the fin and the wail sheathing. Step 3 Insert thew' odour intro the opening from the outside. The wIndav � la "inside" and "outside", but iF these labels have been baled P� 9 removed, the bead should always be to the inside of the building. Step 4 Install shims under the sill, adjusting them unfit the unit is plumb In the opening. Shims should be Installed under the silt every 2 feet. The window should be basIcall1ii centered in the opening with no more than 1/4"gap between the window and wall framing. Step 5 Install a #10 x 1.1/2" screw 4" from the corner of the fin at each end of the head, sill and both jambs. Step 6 install the remaining fasteners in 8" increments from the corner screws to the center of each frame member. Use carenot t3 over- tghten the screws and put] them through the firs. Also, make sure the screws go in straight and do not cause the frame to bow. Wall framing should be a minimum of #2 Sprucell)OWFr. Fasteners should be #10 screws of sufficient tenth to achiesre 1.3/8" penetration into the wall and no less than 1/2" from edge of framing, Fastener quantities needed in each side of frame to achieve 8" s i Length of Frame Member 10" 16" 1 26" 1 34 42" so" s8" 66" 74" 82" 00" 98" Number of Fasteners 2 3 1 4 1 s 1 6 7 8 9 10 11 12 1 13 Step 7 Remove excess silicone "squeeze our from around the fin and i for toles or volds. Use silicone to fill any voids. Step 8 If desired, a foam Insulation can be applied to the interior gap between the window and wall framing. If applied, this must be the P101dEXP}INDJIV6 TYPE FOAM. Step g Since these windows are typically used in rooms with high mcisMe, le; bathrooms, it Is recommended that the interior gap between the window and wall framing also be seated with silicone and tooled so as not to interfere with the installation of wallboard, the or trim. Step 10 Once all construction is complete, remove the bubble wrap from the inside and outside of the window. If necessary, dean the blocks with a mild deter nt and warm water using a soft cloth. Failure to follow these procedures will void any and all warranties. GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION AND CALL OUTS. tP.ax s�7r: �W�� i d 6 ® „ ;' W 1- d. to LO IT- 00 CO ti a30d� { Qpp Mt0 07 LJL. LE LPL o 0 ` o�oo c j y° i r� Z tip -�Nr C LLI W a N� �0sor,6� AA iy Lf W yr{ ��,' Product Approval Submittal Affidavit t J 3 w LET 1� ss; c 2r ' ?? Building Address: Contractor: W `� �°� � d=gma Wg? m m d Building Permit: a a You oe ;, x N t3 c � �$ U .J a H Product Design Manufacture Model # Attachment Approval # n '} W " En Pressures Method 5; F '� .� WWW'.FDSEiNG.COM ❑ ❑ ❑ a Roofing: 0 DADE IKO Industrues Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING FL30310.1 z m 1st Choice COUNTY APP. g - O O NAILS. 3/81' MIN HEADS. 6 PER SHINGLE. z cov 10 W/ 3/8" MIN PENETRATION THRU SHEATHING z m i! Q o ROOFING VENTS: to DADE Florida Metal FLAMCO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, Ill - COUNTY APP. Products Inc. "Off -ridge vent" 1" FROM EDGE AND 4" O.C. TYPICAL MAX. FL21580.1 R-2 z LN Ln C9 m ROOFING UNDERLAYMENT: w 1st Choice TAMKO BUILDING ITAMKO No. 30 UNDERLAYMENT SHALL BE APPLIED AND FL12328 R9° PRODUCTS LLC #30 ASPHALT -SATURATED ORGANIC FELT ATTACHED IN ACCORDANCE WITH - C-D- kA LL - m urns ' R905,1.1 iA ULJ n Overhead Garage Doors: _ to V) fi3 J m 1st Choice +30.0/-30.0 CLOPAY 16tx 7 2"x6" P.T. WOOD JAMB WITH FL16546.8 '�` 1L t O f3 53W5 (5)1/2" DIA. x 8" "J" BOLTS r- 000o to 2nd Choice +30.0/-32.0 CLOPAY 8 x 7 FL15279.84 = Swing Doors: c LO � 'ooA G Q NO�W 1st Choice +67.0/-67.0 THERMA TRU-CORP. ALL ONE 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" FL20461.11 FIBERGLASS DOOR LITE SERIES TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS FL20461.12 THERMA TRU-CORP. SOLID AND MIN. 121' O.C. THEREAFTER. THE DOOR FRAME SHALL DAIV S HOMES +67.0/ 67.0 FIBERGLASS DR BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM FL20461.1 -� 2nd Choice PLAST PRO ALL ONE TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. FL15215.2 LITETHEREAFTER. (TYPICAL ALL 4 SIDES) FLORIDA CONTRACTORS LICENSE NO. CRC1330146 Sidelights PLAT RO RtJ FL15215.2 3000 GULFBREEZE PARKWAY Sliding Doors: GULFBREEZE, FLORIDA 32563 MI WINDOWS & DOORS SERIES 420 SGD FL15332.4 DIVISION LOCATION: 1st Choice Alum. reinforced MI WINDOWS & DOORS SERIES 440 SGD PORT ST. LUCI E rl Alum. reinforced FL15332.12 � Job Information: Win Ow : +40/ 50 MI WINDOWS 3540 SERIES Twin SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON FL 17676.9 1st Choice Single Hung (fin) ANCHOR WITH MIN. IA" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL 3500 SERIES HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS +40/-50 MI WINDOWS 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 Hun (fin) SUFFIENT LENGTH TO ACHIEVE 11/2" INCH MINIMUM EMBEDMENT FL17676.2 g IN WOOD SUBSTRATE. O MI WINDOWS 3500 SERIES Single FL17894.4 Hung (finless) frame Mullions: I"""- M-1926 Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE FL 18504.1 z 1st Choice MI WINDOWS Mullion 3 16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 1'/n 0 LLO M-1926 Horizontal MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM +' 0)FL 15804.2 W 0 V d IVIIIIIinn EDGE DISTANCE > CM 0) a - - - - " I M" " ¢ 1.- U W "T O J W m (n ' CO r_I coW 0 I?� O �- O Fixed Glass: 1st Choice +50.0/-50.0 MI WINDOWS MI 3540 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN. 11A" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK, FL18644 R-6 Soffit: Model Name / Number: 1st Choice +66.0/-71.6 KAYCAN LTD Standard vinyl Staple 10" on center in direction of length FL16503.4 R5 2508 Plygem / Variform Double 5 standard Plygem Double 5 standard vinyl Double 5 standard (vinyl) 10" I staples solid 144 vented -145 FL12194.1 FL12194.2 Plan Issue Date: Hurricane Panels: Thursday, June 10, 2021 1st Choice Dade County App. ALL AMERICAN SHUTTER & GLASS 24" Ga. Storm Panels 24 GA. STORM PANELS FL16293 R3 KA PROJECT NUMBER: 1 have reviewed the above components of cladding and have approved their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: FI. # 56126 Name: Luis Pablo Torres Certification Number: R. # 87864 Name: Certification Number: 21-6775 t Shee: S-5 of: MATERIAL REFERENCE INFO (PSL) FLASHING REQUIREMENTS MECHANICALLY FASTEN AS - FOLD UP WEATHER & WEATHER RESISTIVE THESE DETAILS ARE GENERIC AND MEANT TO SHOW NECESSARY IN CORNERS THROUGH RESISTIVE BARRIER GENERAL FLASHING AND WATERPROOFING METHODS SELF -ADHERED FLASHING TEMPORARILY SECURE BARRIER DOOR ROUGH OPENING TO BE USED. R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall Include flashing as described in Section R703.4. /- WEATHER WINDOW UNIT RESITHER BARRIER WOOD FRAME CONSTR. R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the TAPE EXTERIOR SHEATHING SELF ADHERED FLASHING 3/4"•I"BEAD OF CONSTR. BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SLOPE O,3 In : 12.0 In SELF -ADHERED FLASHING 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. g P S�• OVER RIM JOIST AND UP / THRESHOLD OF DOOR AND RETURN WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND CAULKING (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING PRODUCTS DETAILS 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 IaaREueL-owx OM OR EQUAL WEATHER PROOF \WEATHER asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the EXTERIOR SELF -ADHERED FLASHING CEMT. FIN. WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. water -resistive barrier manufacturer's Installation Instructions. The NoAS asphalt felt or other approved water -resistive RESISITIVE BARRIER 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. UNDER DECKING SUBFLOOR (SEE DETAIL WP07) R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where SELF -ADHERED FLASHING applied over wood -based sheathing, shall include awater-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: 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 RIM JOIST Refer to the number marked as ®in each detail that corresponds to the to the water -resistive barrier is directed between the layers. flashinginst l resistive barrier above header to allow for lashing installation 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 2. Self -adhered flashing plus head flashing under 9 P g resistive barrier 3. Fold weather resistive barrier back over head flashing and 1 PAPER 1. Install self -adhered flashing in order as shown b numbers 9 y 2. Install flashing and weather resistive barrier to form water shedding laps greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater -absorbing layer or designed drainage space. seal with tape 2 2 2� 3. Self -adhered flashing can be substituted for building paper 4. Split the release using the ripcord (Split release on demand, R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible paper embedded in the adhesive layer) - for ease of installation and to minimize flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's j Scale: NTs SELF -ADHERED FLASHING SELF -ADHERED FLASHING FLANGED WINDOW Wpol SELF -ADHERED FLASHING W P 02 CEMT, FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER scoring cuts instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of building framing Self flashing FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR DOOR WITH DECK - SECTION A 5. Remove all release paper per standard installation instructions and water to the structural components. -adhered membranes used as shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying adhere to substrate using a square piece of flashing material (6" x 6" with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTMC1281, jJ Ihi�j 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`0))Itl EXTERIOR SHEATHING T� 3/4"-1"BEAD OF CONSTR- ADHESIVE TO BE APPLIED UNDER INSTALL SELF ADHERED FLASHING JAMB & HEAD ASPHALT ADHESIVE ADHESIVE 6. Fold as shown by arrows exterior walls shall comply with AAMA 7144. The flashing shall extend to the surface of the exterior wall finish. Approved fleshings shall be installed at the following locations: , •.u••• - '• FLASHING, SEE SELF -ADHERED FLASHING 7. An le of corner may var J g g g y g y y, ad'ust foldin of the flash accord I to fit `� -• THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW tight to corner C� •° REFER TO TECHNICAL LETTER ON CHEMICAL OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01} I SCORED 8. Mechanically fasten as necessary 1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the 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 or more of the following: (� , ` .' SELF -ADHERED SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" �`o � (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the ' 0 p F �• •°•"• •° °"•••''" FLASHING VERTICALLY FROM BOTTOM OF fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where flashing instructions details flashing be installed the door openings, 1, "i/ /DR 0 SS\ THRESHOLD or are not provided, pan shall at sill of exterior window and Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to F E MECHANICALLY FASTEN AS / , ®rl!lllittll0�\ �' z 3 NECESSARY IN CORNERS THROUGH the water resistive barrier for subsequent drainage. Openings using g gs g pan flashing shall incorporate flashing or protection � SECTION IL (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. y 1.3 In accordance with other approved methods. H SELF -ADHERED FLASHING e 1.41n accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2 SELF -ADHERED FLASHING CJ 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. NAILING FLANGE 1 4 2 Q 1 6 3. Under and at the ends of masonry, wood or metal copings and sills. SEAL TOPS OF JOISTS 4. Continuously above all projecting wood trim. DO NOT FLASH OVER UNDER DECKING o� N (D p BOTTOM NAILING FLANGE $ (SEE DETAIL WP07) 2 7 S. Where exterior porches, decks or stain; attach to a wall or floor assembly of wood -frame construction. v magi w r-i co ti m 00 � N 6. At wall and roof intersections. 03$ u4q, W a o a a#k U v 6 M J J J brn li U. li SELF -ADHERED FLASHING WP04 SELF -ADHERED FLASHING WP05 SELF -ADHERED FLASHING ( WP06 W.6 � � s �'LU 0 � c O HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER 7. At built -In gutters. a °2��° Y VV_5j L'�t IL � (n a SELF ADHERED FLASHING DECK PROTECTOR p LLGG y W '� 3 C 483i UJ OR , : o o o � •� r-- � O W w_ SHEATHING 7/8" Cement r Plaster 7/8" Cement Plaster r N Q r t in accordance with I n accordance with- o 3 F _ ASTMC926 ASTMC926 $ v - - _. ' SELF -ADHERED �. WWW.FDSENG.COM ❑ ❑ ❑ FLASHING PATCH Felt backed metal ' lathe in accordance Felt backed metal � lathe in accordance UI SELF -ADHERED FLASHING with ASTMC1063 with ASTMC1063 _ 0 ���jj Z 10 'r` �. DECK PROTECTOR w Building Paper H Building Paper Q \V, ) ',' sheathing .' sheathing ,� ar _ Ln ~ ' ' I DOUBLE % BNB- '� , / z N r SINGLE `' f ,. JOIST ; , JOIST SELF -ADHERED FLASHING ''"` :�t ,� _try - _ ' '� Metal , � Flashing Keep top edge of wee screedLL p 2,� b t of p_ tJi C� J +� �n w -a e r�_ SELF -ADHERED FLASHING =: 3 1/2„ block o 3" MIN Unperforated Flange 7/8 Vulcum .. D_ u w 4 Weep Screed caulk bottom joint only m � m J fE3 !' 5 u � Maintain Metal Flashing V N w o , Bottom of 3-1/2" Unperforated �- 00 - = 00 a . SELF -ADHERED FLASHING W Poi SELF -ADHERED FLASHING �/POg APPLY A LIQUID FLASHING TO THE MASONRY OPENING (HEAD, JAMB, SILL) IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE W P09 Weep Screed 1 1/2 to 2 Flange 7/8" Weep Screed U o c ,n d o ru \H0.8362x;DECK JOIST OUTSIDE CORNER INSTALLATION OF THE BUCK/RECEPTOR, Above Roof 1/2" Cementitious Q �., o Sheathing Decorative Finish ' GAMS HOMES ,o'• ••o. All inside and �•,. .••• outside corner will FLORIDA CONTRACTORS LICENSE NO. CRC1330146 EXTERIOR WINDOW UNIT ' •'9•'.,• need to be miter 3000 GULFBREEZE PARKWAY CEMT. FIN. Cement Plaster • ; ,•• cut and caulked all butt joints need to ••••o.•• GULFBREEZE, FLORIDA 32563 BUILDING PAPER SLOPE in accordance �.•o••�° becaulked using DIVISION LOCATION: SLOPE 0.3 in: 12.0 in 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) with ASTMC926 over wood 2nd floor „' •°• Vulcum caulk for all PORT ST. LUCI E V Job Information: (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING ` r WIRE LATH SELF -ADHERED FLASHING `� -- EXTERIOR CEMT. FIN. BUILDING PAPER O WIRE LATH . 1/2" Cement SELF -ADHERED FLASHING Plaster Finish CLO Block W 1 (n V d WIRE LATH yN... 2 1/2" Perforated sr'•o.•, > m M Flange 1/2" Weep 0) BUILDING PAPER BUILDING PAPER ..'Cement •',.o, Screed ° a Ne V -Plaster over block 0 J ILU � M 0 1 st floor °.I m 0 (n EXTERIOR Model Name / Number: WINDOW UNIT CEMT. FIN. Install bottom Slab edge of weep screed 1" below 2rJOS finish floor Plan Issue Date: Thursday, June 10, 2021 - OPTIONAL DETAIL KA PROJECT NUMBER: 2 2 Note: 21-6775 3 3 O lath The building paper and metal must be installed over the top of WEEP SCREED DETAIL Sheet: WP Of: SELF FLASHING SELF FLASHING SELF -ADHERED FLASHING WP1 0 -ADHERED CEMT. FINISH WINDOW SILL WP 1 1 -ADHERED CEMT. FINISH PARAPET WALL W P 1 2 the weep screed. SCALE: NOT TO SCALE WATER PROOF CEMT. FINISH WINDOW HEAD DETAILS 3.5 TON W%5KW ®240V 1 PH 18x13 plen plat -form by bidr ■ N IW W H2 223903 REDM 4 12X6 1 wcd 105 12x12 T1I4U 5" bath duct to roof or wall 61 w/ standard 70 cfm bath fan 3VO8A T2AJFl9 "ar 'i o ni A TN 3 Hy 0JJ "o—`8 , \\ C9 \ OxE 1 wcd X 60 1 0x6 1 wcd \ 50 8�38S HO9I3flT 8a8S :EA,<FAST Pdl n t, 3VOEIA T2A3399 ."-DI H2 CJF]a /--_- -..- E A �, lJ Oo r``, m - <�'' H H2 0UH} 3ati�� 9�. 6 / 6 L Hz',,� 2 rag s� ir nn 8 / %M1`y 10x10 `gag O F A i�l I L ;,�, R O �� Mi COLIC s [: TCHEH 0J� 'o-'o 1Ox6 1 wcd 6" JO "o-'or 95 95 10x6 5 12x6 1wcd 12x6 1wcd 145 145 W " 10x10 ra J9 8" 10x10 rag 24x18 ,'og 909a � [X-01 0JO TiT�oz BFDR��M ��� 2 1 i OJJ "o-'s 7 10x6 1wcd 6" / 115 } DIN""JT, ROOM OJO "0—'Or 80 \ 15 10 6 1 wcd 90 8x4 1 wcd o U P LI TY 12x6 1 wcd 8aaS—S � JO 0 8 / H2\9 H.W L - - I• „C:o K J80 223JOA OITTA — c OJ311 NI 3TAOOJ VIIM "aG X 'SS 4" dryer duct to roof cap - w%dryer vent box 1 - JJO / .T.� - �H x aA3H',13V0 T X ar / License # CAC032448 SW8 M 0 W NER'`> BEDR00V OJO "0='8 0 14x8 1 wcd 180 ■ ® 84 8! Sx 1 we 8x4 lNic 25 FQ y 4„ LC) O'S BATH OJ0 10„ 10x6 1 wcd 60 LL z =UT H2—c, W FOYER �-JC "o 'or j3TJJ3J11 1 eA MO lAAT aJH'T .TIM Or .M I V3J3 3J2 N TRY o 74 . oth duct to --oof or wall cap w,,f standard 70 f1-7 bath fan / NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS Transfer ductsfgrills sized in compliance with Florida Residential Building Code—M1602.4 balanced return air. EXCEPTIONS 1-3 L,IVNI )' ROO Dr OT 91H 03T93VH 14x8 1 wcd 150 rozw H2 2S JSO "0`8 6 e.o_T 5" bath duct �o� roof or wall c W// standard 70 cfm bath far)— ig FLOOR PLAN SCALE: 1 /4" = V-0" ELEVATION ''CR" p 4- 5" bath duct to roof or wa w,/ standard 70 cfm bath fan AREA CAPU LA7 0R R LIVING 2523 S.F. TOTAL LIVING (AC) 2523 S.F. GARAGE COVERED ENTRY (BASE) OOVERFD PATIO/LANAI 620 S.F. 177 S.F. 200 S.F- TOTAL AREA UNDER ROOF 3520 S.F. Rcting v 0 m 0 0 0J5 S LLJ Li 0 o C/) LLJ < < < c) L CL z •. C\J 0 Cif LLJ • • > z z Q i1J 0 I_! C) FILE COPY 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.