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Home My WebLink AboutBuilding PlansTERMITE 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. 13703.7.1 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 7/15" 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, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. 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. • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME WALLS. • UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. • AT WALL AND ROOF 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 A7 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. 1.1. 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 INDIRECT 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 STRUCTURALPLAN 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. S. 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 MANUAL-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 ROOMS 60 (PSF) STACK ROOMS 150 (PSF) GUARD RAIL 0 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 301`7 ASCE 7-16 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT <_ 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE {-) VALUE DENOTES SUCTION DIAGRAM AREA O O (+} 27.6 (+) 27.6 10 O 29.9 O 37.0 (+) 26.5 (+) 26.5 20 () 28.8 (} 34.4 s O a O 50 (+) 24.8 (+) 24.8 0 27.1 O 31.1 � G (+) 23.4 (+) 23.4 100 (-) 25.7 () 28.8 14T-%j 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 FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. 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. SEE PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 2. WINDOW AND DOOR 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 THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE) MIXED PER THE MFGR'S 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED A5 INDICATED. 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE prevent error. The Builder and all subcontractors are required to 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 1/4", 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). D LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH 1) SIMPSON MTSM16 TWIST STRAP W/ (4) 1/"x 21/4" TITENS TO 4. MISSED ( IS SAFETY, AND VENTILATION R THE BUILDING AND THEREBY SHALL NOT O CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED T0, SCHEDULING AND SEQUENCING OF WORK, WHATSOJOBSITEVER. 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 Assurance Manager immediately. No backcharges will be considered MASONRY AND (7)-10d NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 1 1/2" 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, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER 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 for reimbursement by the Designer/Engineer without advanced 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. notification and approval by the Designer/Engineer. 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 H175 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. C CEO GULI[ ont"I Eli, A0FA P/�\RIB\�11f�\Y CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. OMES orthwest Florida GULF: f�EEZE. F�ORID!�\ :-�'�� •:_� -2(6-1 e) i % 3 W 'd .15 � _ ��s• co N 1 ;r W OD o L0 r- 9�mo� LU a� €a78 ;. ill co t-- OD a yUc io F Uj O cvr N Q' Q, J LL LLJ 0.J q0 N O w 5 CLi. �dW LL C1dga m= � o�is 0.. Ld W � d v 0- Y U T Cm�v18 p Illtn�mtp 0 O J J t � a 3:� IL � m Q Q O � � 0 d� a� m -6.z U J 9 .0 c WWW.PDSENG.COM ❑ ❑ ❑ 0 �2 z S -o Z 0 N 'Q Z 0 Q �- ol) J -LO Z N J 0 O w uttia tll tt3 c U _ E m � Si0 _ Nti U o c 00 ,t Q NOG�Q FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE S Job Information: 11100 O w N 0J 00 U) U) Model Name / Number: 2030 ♦ I Plan Issue Date: Tuesday, June 29, 2021 VT KA PROJECT NUMBER: MODEL 2030 21-4473 Sheet: � Of: COVER SHEET BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT TOP BOTTOM MARK SPACING SPECIES CAP.(p10 BW1 16" (2) 16d TOENAILS (2) 16d TOENAILS SPF NO UPLIFT BW2 16" SP2 W/ (6)-10d SP1 W/ (%10d SPF 402 STUD, (6) 10d PLATE STUD, (4) 10d PLATE BW3 16° (2) SP2 W/ (6) 10d (2) SP1 W/ (6) 10d SPF 803 STUD 6 16d PLATE STUD, 4 10d PLATE BW4 16" (2) 16d TOENAILS (2) 16d TOENAILS SYP NO UPLIFT SP2 W/ (6)-10d SP1 W/ (6)-10d BW5 16" STUD, 6 10d PLATE STUD 4 10d PLATE SYP 439 BW6 (2) SP2 W/ (6) 10d SP1 W/ (6)-1-Od SYP 878 18" STUD, 6 10d PLATE STUD, 4 10d PLATE BW7 12" (2) 16d TOENAILS (2) 16d TOENAILS SPF NO UPLIFT SP2 W/ (6)-10d SP1 W/ (6}1od BW$ 12" STUD, 16)10d PLATE STUD, (4)10d PLATE SPF 535 (2) SP2 W/ (6) 10d SP1 W/ (6}10d BW9 12" STUD, (6) 10d PLATE STUD, (4) 10d PLATE SPF 1070 BW10 12' (2) 16d TOENAILS (2) 16d TOENAILS SYP 0 SP2 W/ (6)-10d SP1 W/ (6)-10d BW11 12" STUD, (6) 10d PLATE STUD, (4) 10d PLATE SYP 585 (2) SP2 W/ (6) 10d SP1 W/ (6)-10d BW12 12" STUD, (6) 10d PLATE STUD, (4) 10d PLATE SYP 1170 BW13 NOT USED OUBLE 2x TOP PLATE TOP OF WALL SEE PI AN MASONRY WALL OR ICF WALL. SEE PLAN 2x STUDS PER DOUBLE 2x HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE- SEE WF09/83 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH EE MS03/S-1 FOR NO UPLIFT CONNECTORS BRG WALL TO INDICATED IN WFO9 CAN MASONRY WALL BE IGNORED. CONNECTION INFO 2x MID -SPAN BLOCKING CONNECTORS W/ (2) 12d TOENAILS @ TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN 8'-0" SCHEDULE ABOVE F.F. SEE FOUNDATION - - PLAN FOR MORE 2x P.T- W/ 112" A.B @ 32" O.C. W/ 7" INFO EMBEDMENT OR 1/2" A.T.R. W/ SIMPSON SET W/ SW= 8HEARWALL MIN. 7" EMBEDMENT PAST STEP DOWN, REQUIRES MIN ALT,; SIMPSON 1/2" TITEN HD C- 32" O,C. 7/16 OSB PLYW'D W/ SAME EMBEDMENT W/8d NAILS AT 4"oc NOTE #8 BRG WALL DETAIL IN FIELD AND EDGE. SEE GENERAL GENERAL NOTES 1- SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF 92 UNO ON PLAN. 3- CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. SP4, SP6 AND SP8 CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SP1 AND CATE SP2INDU DIN SCHEDULE ABOVE I G 5. IF "BW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE WF06/S3.1 OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO FIRST FLOOR CONNECTIONS. (NOTE: THIS IS FOR? STORY PROJECTS ONLY) 6. IF "SW" IS INDICATED THE WALL IS CONSIDERED A SHEARWALL AND REQUIRES MIN. 7/16" OSB PLYWOOD W/ 8d NAILS AT 4" O.C. IN FIELD AND EDGE TO (1) SIDE OF WALL 7- ALL 2x EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE 8. IF THE GEARING WALL IS INDICATED WITH THE Owl, SW4, 3W7, BW10 THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOE NAILED TO THE PLATE AND THE 2x PLATE CAN BE ATTACHED WITH HARD CASED NAILS (GUN NAILS) AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 9. SP1/SP2-DRIVE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD. 10d- 0.148" DIA. x 3" LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPLIFT(Lb) C1 (3) 2 x 4 #2 SPF (4) -16d TOENAILS 0 DTT2Z W/ 1/2" WEDGE C2 (3) 2 x 4 #2 SPF ANCHOR* & (8) 1/4" X 1 1/2" 2145 SDS SCREWS 03 1 (3) 2 X 4 SYP #1-OR (4) - 16d TOENAILS 0 DTT2Z W/ 1/2" WEDGE C4 (4) 2 x 4 SPF #2 ANCHOR* & (8) 1/4" X 1 1/2" 2145 SDS SCREWS C5 57YP 4 x 4 P.T.#2 ABU44 W/ 5/8" ATR** = 6665 U 2200 SYP POST & (12) - 16d NAILS 6 x 6 P.T. #2 ASU66 W/ 5/8" ATR** G = 12000 C8 SYP POST & (12) - 16d NAILS U = 2300 8 x 8 P.T. #2 ABU88 W/ (2) - 5/8" ATR*- G = 24335 C7 SYP POST & (18) -16d NAILS U = 2320 C8 3.5 x 3,5 P,L. 1.8E Fb=2400 PSI HDU5-SDS2.5 W/ (14) 1/4" x 2 1/2" SDS WS & 5/8" EPDXY 5645 (WOLMANIZED IF EXT.) ANCHOR, OR ATR** 3.5 x 5.25 P.L. HID DS2.5 W/ (14) 1/4" x C9 1.8E Fb=2400 PSI 2 1/2" SDS WS & 5/8" EXOPY 5645 WOLMANIZED IF EXTJ ANCHOR, OR ATR** C10 3.5 x 7 P.L. 1.8E Fb=2400 PSI HDU8-SDS2.5 W/ (20) 1/4" x 2 1/2" SDS WS & 7/8" EPDXY 6970 (WOLMANIZED IF EXT-) ANCHOR, OR ATR*** C11 5.25 x 5.25 P. L. 1.8E Fb=2400 PSI HDU8 SDS2.5 W/ (20) 1/4" x 2 1/2" SDS WS & 7/8" EPDXY 7870 (WOLMANIZED IF FXT-) ANCHOR, OR ATR*** 7 x 7 P.L. HDU8-SDS2.5 W/ (20) 1/4" x C12 1.8E Fb=2400 PSI 2 1/2" SIDS WS & 7/8" EPDXY 7870 WOLMANIZED IF EXT.) ANCHOR OR ATR*** GENERAL COLUMN NOTES 1- SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 LINO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL WF37/S-3 4, MINIMUM BOLT EMBEDMENT; 5" EMBEDMENT FOR 1/2" ATR 6" EMBEDMENT FOR 5/8" ATR 8" EMBEDMENT FOR 7/8" ATR 5. IF LC] COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 6, SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALLAM COLUMNS (1,BE) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL DIA- / LENGTH PNEUMATIC GUN COMMON vs. GUN APPLICATION NAIL DIA: LENGTH NAIL SPACING 8d 0,131" X 2 1/2" 0.131" X 2 1/2' SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS 10d OR 12d 0.148" X 3" 0.131" X 3" SEE PLAN BLOCKING & TOE 0.148" X 31/4" 0.131" X 3'A" NAILS & TOP PLATE 12d 0.148" X 31/4" 0-131' X 31✓4" 8" O.C.(COMMON) STUD WALL 6" O.C. GUN NAIL CORNERS 10d 0.148" X 3" 0.131" X 3" W O.C.(COMMON) STUD PACK 6" O.C. GUN NAIL COLUMNS 16d 0.162" X 31h" 0,131" X 3 A-' (2) 161)(COMMON) SEE PLAN (3) 16D ( GUN NAILS) BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS (2) - 2 x 8 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) M1 OSB FLITCH PLATE. NAIL SIMPSON LSTA18 OR (2) BEAM TOGETHER USING (2) SMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL- U.N-O. ON ROOF PLAN. (2) - 2 x 10 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BM BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL U.N.O. ON ROOF PLAN. (2) - 2 x 12 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) M3 OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR 12) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 1 3/4" x 11 1/4" LVL CONNECTION: PROVIDE (2) 2.OE Fb=2600 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) M4 TOGETHER USING (2) ROWS SIMPSON HTS20 TO WOOD POST 1/4" x 3 1/2" SOS WOOD OR (2) SIMPSON HETA16 TO CMU SCREWS @ 16" O.C. TYP, COL. U,N.O. ON ROOF PLAN. EACH SIDE. (2) -13/4" x 11 7/8" LVL CONNECTION: PROVIDE (2) M5 2.0E Fb=2600 PSI. NAIL BEAM SMPSON LSTA24 OR (2) TOGETHER USING (2) ROWS SIMPSON HTS20 TO WOOD POST 1/4" x 3 1/2" SIDS WOOD SCREWS @ 16" O.C. TYP- OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 1 3/4" x 16" LVL 2.0E Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) <BIV>6 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 3 1/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS @ 16" O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. GENERAL BEAM NOTES 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN. 4" BEARING EACH END) 2- SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANYWAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH THIS S SHEET H2 (2) - 2X8 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET SH3 (2) - 2X10 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET OH4 (2) - 2X12 #2 SYP SEE GENERAL HEADER NOTE 45 W/ 1/2" FLITCH PLATE THIS SHEET (3) -1 3/4" X 11 1/4 ATTACH TOGETHER WI (2) ROWS 1/4" X 3 1/Z H5 LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 16" O.C. TYP. EACH SIDE (2) -1 3/4" X 9 1 A ATTACH TOGETHER W1(3) ROWS 1/4" X 3 1/2' H6 LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 16" O.C. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS & STUDS REO, AT OPENINGS 20WALL 2x6 OR 2x8 WALL OPENING JACKS KINGS JACKS KINGS SIZE EA. END EA. END EA. END EA. END (2) (1) (2) (2) (3) (2) (2) 10' 0" - 16,-0" (3) (4) (3) (4) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE 1st FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS UNO ON PLAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/S3 5. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12" o C ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER. 6. FASTEN ALL HEADERS TO KING STUDS WITH (3) 12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. LO r-1 21 ODI O Lo c0 d 00 N RIM 28'-0" 1 2'-0 01 O 23 SH O 25 SH © 25 SH - - - - - - - - - - - - - - - - - TEMP.jid ;1 -D,N M. BATH �-o VOL. CLG. T i i 13'-2" LO N (3o BEDROOM 2 ® "' 11 VOL. CLG. i i i 101 � 2 DBL-2668 i - ----- ---- -- - - - - -- --- N R/S 41 -•`t -- - - - - -- R-S- - - - - -+ --- N DBL-2668 ' N LUBEDROOM__3 W OVOL. CLG. LO WCn ` STUDY/ ON W BEDROOM 4 VOL. CLG. 10'-10" 3'-6" 09 c-I CO 0 Go N 00 N N 2668 R/S ( 10'-0" ' ATTIC ACCESS LOCATE IN hELD L- 22" X36_'%IIN W.I.C. 8'-0" CLG. W N LANAI 8'-0" CLG. ODBL 25 SH 2868---------� 15'-6" i i i i i i i i GREAT ROOM VOL, CLG. i O N -- - - - -- -- -- - --- -- R/S i E:]- 00 Lo BA K T � 00 N 8'-0" CLG- w cD in CID m a � ~O , �s o 0 i 36" FLAT BAR TOP ON 341/2" �QS p WALL 00 N--------r------ 4 -0" 2'-8" 3'-4"� PROVIDE PLATFORM < .� / DBL SINK i l FOR AIR HANDLER - 1'-0" FRAMED �\ W/ PISP. �y VERIFY SIZE W/ TO CEILING D/W , MANUF. ,' 2868 I I D I r I N -, - LA N . Cn r i -i = _1 82-0" CLG. to r NI LI I W II L I _ J .. �868 -5„ BUILDER TO PROVIDE ATTIC ACCESS ANCE PROTECTION IF LOCATE IN FIELD IRED BY MUNICIPALITY. L 22" X 36" MIN 34PPT A F(1R nFTAII S - _ _ GARAGE 8-'-0" CLG. N 7'-5" 10'-0" O.M. �o ®D H M( SO3\ EA SIDE CDO4 OF ENTR S-3 N KITCHEN o ; VOL. CLG. REF- m FOYER s RANGE/HOOD r 10'-0" CLG. i O O - �o 1' 0" L1 cv FRAMED ' TO CEILING i to i 6'$" 7' 8" 5' 0" 1014011 T.0 M i 3068 - - --Q o----------- GD I.; EGRESS W/ 1068 S.L. & TRANS. ABV. PEF WF42 o ( ELEV. 5 3 , `r BM1 EA IDE, ; OF ENTRY ENTRY DINING ` ' VOL. CLG. ` 10'O" CLG. ` M ?ss �4, y `ti ----------------------------------------------- GIRDER TRUSS (ELEV. A) G.T. i o0 HOSES BIBB i S12 i S-2 , H 16x7 OVERHEAD 2,$„ 16'-0.. 74'AU 2'-8" 43'-0" © 35 SH 4'.8" I. 4,$1, 3'-4" I. 9'-4" 8" I. 16'-0" FLOOR PLAN. SCALE: 1/4" = 1'-0" ALL ELEVATIONS 3,-4„ 160 MPH OPENING PRESSURES ENCLOSED - EXPOSURE B A +27.6 / -29.9 © +27.6 / -37.0 © +26.5 / -28.8 O +26.5 / -34.4 O+24.8 / -27.1 ( 1• ) +24.8 / -31.1 O+24.3 / -27.5 O +23.3 / -26.0 NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE "ALLOWABLE" PRESSURES WALL LEGEND FRAMED WALL bo bo BEARING FRAME WALL Q ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. MASONRY WALL CHOSE Fiy� BIBB VAIN NN Ul GENERAL NOTES Q� N 1. R302 5.1 Door from garage Into house must be a 1 3/8" door, solid or 1, p. '•, c� �.��. '' L_ Cyr R minimum solid wood "•° ��'' honeycombcore steel door, or 20 Minute fire rated door. 60 2, Bathroom exhaust fans must vent to the exterior of 'i the building, exhaust to attic space and soffits is not'`a`f)((§. acceptable. Ventilation shall be permitted to exit through the soffit if solid soffit Is installed 5'-0" on each side of the venting. H 3. R302.6 The garage shall be separated from the residence and it's attic as required by Table R302.6. From the residence and attics by not less than 1/2-inch (12.7mm) gypsum board applied to the garage side. Garage beneath rooms shall be separated from all WS01 habitable rooms above by not less than 5/8 inch (15,9mm) type X gypsum board or equivalent. Where S 2 the separation is a floor -ceiling assembly, the n Q- structure supporting the separation shall also g r N (p -1 00 LO protected by not less than 1/2 inch (12.7mm) R w �g W co � 0000 C 41 M gypsum board or equivalent. " c '3 $ � m C ri Lk 00 ik 4 "7� 4. R312.2.1 Window sills In dwelling units, where the =aV T Q� LJL L'JL Wag-N cv LO88 top of the sill of an operable window opening is located 8 Ic- � w a = Cn less than 24 inches above the finished floor and greater FA d ._ Y w LO than 72 inches above the finished grade or other surface W LL s J g rn cn ° LU CN below on the exterior of the building, the operable window ` 0 °C o " A shall comply with one of the following [3 listed methods]. 19 o T o Y 5. R308.4.2 All windows within 2'-0" of doors and in m 04 o 3 H o " shower or tub areas will be safety tempered glass. M 2 a a N mIL ` - 6. Ceiling for exterior entries and covered porches to $ 3° S 3 U JCL 0 a o cq LD 3 have 7/16". span rated OSB nailed per zone on o -Z (soLO roof diagram nailing schedule or 5/8" CDX, 60 9 £ 6 WWW,FDSENG.COM ❑ ❑ ❑ 1X T&G acceptable for substitution. 7. EC: R402.2.4 Access doors from conditioned spaces to U LO Z unconditioned spaces (e.g., attics and crawl spaces) - o g shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding z C4 N < surfaces. J S. M1502.4.5 Duct length The maximum allowable exhaust duct length shall be LO z N determined by one of the methods specified in sections lf) (9 J M1502.4.5.1 through M1502-4.5.3 � Q) LL w 0 9. Ceilings for exterior entries and covered porches to be � .� m N 7/16" OSB on underside of roof trusses shall be attached to all framing members with 2x blocking U - 0 w via provided at perimeter. The OSB shall be attached w/ 8d 4/i c a; •ii nails at 6" O.C, field and 4" O.C. at edges or 7d screw m shank 3" O.C. field and 4" edges. Vinyl ceiling to be U - 61 attaches to OSB per manufacturer specifications w o 0 U = ' 00 � 0 U `n o a) c � Q N O b�0 -�. DIAMS HOMESr `�, FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: d- ry m O 09 z O W o M y-+ N cI 3 i a ~0 -�- J LU01 LL J 00 (n (1) Model Name / Number: oe 2030 AREA CALCULATIONS V1 Plan Issue Date: Tuesday, June 29, 2021 1st FLOOR 2038 S.F. V KA PROJECT NUMBER: 21-4473 TOTAL LIVING (AC) 2038 S.F. GARAGE 438 S.F. Sheet: 2 Of; COVERED ENTRY (BASE) 23 S.F. COVERED PATIO/LANAI 125 S.F. FLOOR PLAN TOTAL AREA UNDER ROOF 2624 S.F. 'N (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. REINF, OPTIONAL CURB FOR VARIES GRADE SEE PLAN MASONRY @ ELEV. O'-O" - - - �— F.F. — W/ (1) - #5 BAR CONT. 00 - z f' C'4 o ) 2 STORY: 20" X 20" 04 • • REINF. N W/ (3) - #5 CONT. 16" (2) #5 SEE PLAN • REBAR 16" (2) # 5 REBAR BEARING FM01 SINGLE STORY FTG 1/2" = 1'-0" IFMO2 I SECTION @ GARAGE 1/2" = 1'-O" REINF. SEE PLAN— F.F. 8" (1} #5 REBAR CONT. FM03 I THICKENED EDGE 11/2" =1'-O" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE OF GARAGE DOOR. EXTEND 6" BEYOND F.O.M. EACH END, TYP. GAR. FIN. FLR. � I ALIGN DRIVE W/ BOTTOM OF - RECESS & PITCH DRIVE ' 2 STORY: 20" X 2011 4" CONC. DRIVE W/ 1/2" EXP W/ (3) - #5 CON JOINTS 10" O.C. TYP. 16 (2) #5 REBAR FM09 I SECTION @ GAR. DOOR 1 1/2" =1'-O" 2x BRG. WALL 2 STORY: 20" X 20" (SEE FLOOR PLAN W/ (3) - #5 CONT. FOR MORE INFORMATION) li N 61' 4" - 245 REBAR FM11 I STEP DOWN BRG. SEE PLAN _.—� 8" I4" 1/2" =1'-0" 1 FM12 I STEP DOWN NON BRG. = 1' O" 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/ 6X610/10 W W M, OR FIBERMESH /FIBERM IX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUPS 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. MARK SIZE F1_.0 1'-O" X CONT 2'-0" X 2'-0" 2'-6" X 2'-6" 3'-0" X 3'-0" F2.7o F2.5 F3.0 F3.5 3'-6" X 3'.6" F4.0 4'-0" X 4' 0" 4-6" X 4'-6" 5'-0" x 5'-0" 6 4Y X 15%0" F4.5 F5A r6.0 1/2" = 1'-O" SEE PLAN OPTIONAL CURB SLOPED GROUT C_ SEE PLAN OR MASONRY AT TO DRAIN 4"x 4"x 16" o N TYP. SEC. ELEV. 0'-0" WITH CURB (1) #5 BAR CONT. (G.C. VERIFY) Z 2 F.F. REINF. to (SEE PLAN) 2 45 CONT. 2 #5 BENT BARS W/ INSTALL LINING � ,;; MIN. 25" LAP SPLICE MATERIALS PER m m FBC-R P2709.2 MUDDED FLR. SLOPED TO DRAIN #5 CONT. MINN. FM14 I SECTION @ RECESS SHOWER 1/2" =1'-0" FM18 TYP. STEP FTG. DETAIL ALTERNATE: REINF. THE REINF. BARS SHALL BE GRADE SEE PLAN CONTINUOUS AROUND CORNER #5 CONT REINF.rr F BY COLD BENDING THE BAR WITH SEE FND. FOR MIN. BAR LAP OF 25" QUANTITY 11 45 X 25" X 25" o c CORNER BAR ONE N FOR EA. HORIZ. N REBAR, TYP. U.N.O. (2) #5 REBAR 16" A/C CHASE 4" PVC SLEEVE 2 STORY: 20" X 10" THRU FOOTING W/(3) - #5 CONT. FM19 I TYP. CORNER BAR DETAIL I1-1/2"=1'-o"I FM23 I TYP. FND PENETRATION STEMWALL SCHEDULE STEMWALL HEIGHT (h) FOOTING DIMENSION NUMBER/SIZE OF BARS LAT, MAXIMUM F.C. SPACING (O.C.) IN STEM WALL CI 1 STORY d 2 STORY b 1 STORY b 2 STORY 0'-0"-27-0" 8" 10" 16" 20" W/ (2) #5 BARS <674# 6'-8" >2'-0"-3'4" 10" 10" 20" 24" W/ (3) #5 BARS 674# 5'-4" >3'-4" - 4'-0" 12" 12" 32" 32" W/ (4) #5 BARS 845# 4'-0" >4'-O" - 5'-4" 16" 16" 48" 48" W/ (5) BARS CONT. AN SV. & #5 @ 1 8" O.C. TRAN 1162# 2'-8" SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL SEE CHART ABV. -MAX. F.C. " n SPACING (D.C.) AA W.W.M. TO BE TIED TO #5 CONT. REBAR (1) #5 HORIZ, CONT, TIED TO EA. VERTICAL REINF. BAR #4 TURN BAR @ STEM WALLS GREATER THAN 4'-0' u < t 9 (1) #5 HORIZ. CONT. TIED TO " EA. VERTICAL REINF. B n c FIN GRADE- 8" MIN. " TO TOP OF STRIP FTG. 5 u c' COMPACTED CLEAN FILL IN MAX 12" LIFTS STRIP F QTY/ W�T3"MIN. COVER REINF. PER SCHEDULE (3 SHOWN) d FMASW I STEM WALL SCHEDULE DEPTH REINFORCING GRAVITY CAP. Ibs 1'-0" 2 #5 E.W. GOT. 2000 1'-0" 3 #5 E.W. GOT. 7200 1'-0" 3 #5 E.W. GOT. 11000 1'-0" 4 #5 E.W. GOT. 15600 1'-0.. 4 #5 E.W. GOT. 21500 1'0" 5 #5 E.W. SOT. 28000 1'-4" 5 #5 E.W. GOT. 34500 1'-4" 6 05 E.W. GOT. 42500 7 #5 E.W. BOT. 1 61500 LEGEND u INDICATES SINGLE -STORY FOOTING ® INDICATES TWO-STORY FOOTING INDICATES PAD FOOTING 1/2" = 1'- 0" NOTES: 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE 2. W.W,M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND WALL WHEN STEM WALL EXCEEDS 4'-0" FIBERMESH CAN NOT BE USED AND vERT. F.C. ABV. FDN. #4 TURN BARS ARE REQUIRED @ EACH FILLED CELL LOCATION. EACH BAR TO PER PLAN SPACING TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM SEE NOTE 3. IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO #9 CONSTRUCTION FOR MORE INFORMATION 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK " i FILLING IS TAKING PLACE 16' `j- #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK @ 16" „ y C. O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" h * TALL (TYPICAL ALL CORNERS) n 16" F;.IF STEMWALL IS WITH IN 5' 0" OF POOL OR WATER FEATURE FOUNDATIONS ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. 8. 11403A.4 MINIMUM DEPTH. EXTERIOR FOOTINGS SHALL BE PLACED NOT LESS *SEE NOTE 5 THAN 12 INCHES (305 MM) BELOW THE FINISHED GRADE OF GROUND SURFACE, b WHERE APPLICABLE, THE DEPTH OF FOOTINGS SHALL ALSO CONFORM TO SECTIONS R403.1.4.1 THROUGH R403.1.4.2. 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL NTS 0 u Q a FA-i1@7Y 15, 0" 1_ 6' 6" 3' 10" 1 4' 2" 1 31101, 1 4' 2" v 3' 10"-_ - 1' 8" L 13' 8" 1, 4" � FOUNDATION PLAN. SCALE: 1/4" = 1'-0" ALL ELEVATIONS moo- � P CN � o 1 00 I`_ r W m � I. 00 Lo CO r WmW 030�3 c (i N b I., a,-Ci E a Corn 0 .L88 p i Lom �G�le Moo 2 I'... ymm�� a a�� d � (pp_ V LL y W V«+ a a: m_ D\ O 11 d W d W 7 Cw ■ Q�f cw cc .cOU_z13 c' 0 m� 0 bQi "S R w S° 2 � m O J d6c�dn3a@ni m *� a $�gm z O U fi H' AN WWW.FDSENG.COM El ❑ ❑ C9 z -o g Z N ,p Q =" J � d — LO Z tiU) N € cI} VI a) • — co veal L+ ~ J m U —N E Uj w U 1-- Do j4 � U (no "Le r Q N O 20 I)AMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCI E Job Information: No 0 N c W m 0 lao I—�Um 04 a e 0 _! W � o LO L` J m U) (n Model Name / Number: 2030 Plan Issue Date: Tuesday, June 29, 2021 KA PROJECT NUMBER: 21-4473 Sheet: 3 Of: FOUNDATION PLAN A-B LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING A RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 2,038 x 3 = 6,114 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 400 GEN LIGHT'G & RECEPT. +APP. CIR. = 34,664 SUBTRACT 100 % OF FIRST 10,000 10,000 A= 24,664 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP) 10,000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS @ 100% = 10,000 + 40% OF "A" = (.40 x 24,664) = 9,866 + 100% OF "S" = (20,000) = 20,000 TOTAL WATTAGE = 39,866 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 166 ASSUMED EDGE OF WALL 0 M H 2x6 WALL (FLOOR TO CEILING) USE 2 RED HEADS TO ANCHOR WALL FM24.1 ALTERNATIVE PROTECTION BARRIER N.T.S. CLEAN 01 2" VTR 1 1/2" VTR 3" VTR ■ TO SANITARY SEWER s" COACH LIGHT �- _ _ - - - COACH LIGHT I ELECTRICAL PLAN SCALE: 1/4" =1'-0` ALL ELEVATIONS CHOSE BIBB 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 CM CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTORCOMBO UNIT $3 THREE-WAY SWITCH FLOOD LIGHT $4 FOUR-WAY SWITCH $DM DIMMER SWITCH FLUORESCENT LIGHTING -¢- CEILING MOUNTED FIXTURE n Li n ILI — TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE o CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT W ' g DOOR BELL CHIMES (� WP WATER PROOF W/ GROUND FAULT 0 220 VOLT OUTLET O— DOOR BELL ® SPECIAL SERVICES OUTLET D0 DISPOSAL TV❑ T.V. CABLE OUTLET L� DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING J ❑ JUNCTION BOX WP WATER PROOF RECESSED LIGHTING O THERMOSTAT BATH FAN O LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT 1 C INTERCOM SYSTEM ® GARAGE DOOR ® L.E.D. DISC LIGHT PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED SAME AS UNDERGROUND WITH ELECTRICAL CONTRACTOR 200 AMP SERVICE METER ) MAIN DISCONNECT Lj 200 AMP 200 = 2/0 COPPER OR 4/0 ALUMN. IN 2" CONDUIT A/C DISCONNECT UNDERGROUND SERVICE BY POWER COMPANY # 14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL # 12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE INTERSYSTEM # 8 TO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD W/ MIN. 8' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. •°°Mw° m '2' g !II N CD Ui c4 1- 0 � a 4 00 brn a�4y Ca")Ow U- ti LL- TI $ N1n i.i y� 00Z �NIG W W d W VI yxL� o■c�a 13cr`m5 w 0 O T� s m 46 '5 � fV o y 3 Y I--• ? O �■ . ��TU 111L0 Uj d' C)LU ...I 07 a m LL . r- Z and Q Q d C %� d 6 12 a o" rn 0 N�yAw 'a H WWW.FDSENG.COM C Z o o Z N � z g a —LO z N tti (� .0 o � N LU U006 �M m U =N 6 000 4� 00 (D U off, Q o o Qlm GAMS HOMES FLORIDA CONTRACTORS LICENSE NO.CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 rJob DIVISION LOCATION: PORT ST. LUCI E Information: ry 0 F— W C W � d r-I e0 O N 0 ■_J LL1 o LOLL JmU)U) IV I Model Name / Number: 2030 ♦ I Plan Issue Date: Tuesday, June 29, 2021 KA PROJECT NUMBER: 21-4473 Sheet: � Of; I NOTE: ALL PLUMBING N.T.S. RISERS ARE TO BE VERIFIED w/PLUMBING CONTRACTORS ELECTRICAL PLAN SEE DET, T603� FOR WIND < 155/0 M G.C. TO PR( BLOCKING' W/ APA RE( FOR SPAN F SHEATHING SEE "HIP/R 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 ;PEEDS )H (VIDE '0 COMPLY :OMENDATIONS ATING OF DGE DETAIL a W - - - - EQ. O o - 0 O z U O 0 c O d- EQ - "X" DETAIL BRACE TB01 SEE CONTINUOUS BRACING p 2 X BOTTOM 4 MIN. SEE CHORD DETAIL TB04- - - - - - - - - - 00 < - - - - w BOTTOM CHORD GABLE END BRACING @ OP CHORD 2X4 92 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 ww- nrn IT ITWVELII% A110d AT I ICACT CAO/_ AL' TUC WCQ 2) "T" BRACING MAY BE USED IN PLACE OF PERMANEN1 timulinix rlcvrlvcv 11 16^1 cnv� vxcn M. TBOS 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 <_ 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, WINDAREA (+) VALUE DENOTES PRESSURE (SO FEET) ()VALUE DENOTES SUCTION [4'12]-[12:121 a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r *a* HIP -37.02 -51.06 -0I.06 -51.06 10 `4 GABLE -37.00 -37.00 1 -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: 232" EXP. 1 ('20) TII , 132" EXP, 1 (''20) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 26" x 0.113") NAILS Lo 31) Ci •1/ O O <�__ I ` II I1- Gl 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN :1232', SHEATHING SHALL BE FASTENED a I/a WITH ASTM F1667 RSRS-03 10d (2'%" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS t 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2X4 #!2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG, RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 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 Le" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 18". A� NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL. © NAIL AT TOP PLATE TWO ROWS c@ 4" O.C. w/ ad COMMON NAIL. © NAIL OPENING PERIMETER wl (2) ROWS @ 4" O.C. w/ ad COMMON NAIL. O NAIL INTERIOR AT 6" O.C. wl ad COMMON NAIL. O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. wl ad COMMON NAIL. O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER w/ ad COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. O(2) 80 NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL MEMBER IF GABLE END. 15132" OSB - EXPOSUREI SHEATHING I II I II n I II II I II II PROVIDE BLOCKING I II II AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET = © FLOOR SYSTEM 2x RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM NOTE: Bd NAILS FOR WALL SHEATHING MUST BE MIN .131" X2 1/2". DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 18' (2)- 2x TOP PLATE BEYOND 15132" OSB EXPOSURE 1 ISHEATHING _________ II II I I II II II I I I II I I I I I I I I I I I I SOLID 2x BLOCKING W Q F jl I 1 @ ALL SHEATHING w w III III II II II I III II I EDGES = III III II II III I I I I I q (SEE SECTION X-X) p H III ill C II II II I IIi if �1 li D ii I i III II II II I 0 0 zI III III III OPENING 111 1 II I I II L_--JL_-- L- - ---J --- --- --- III III II I II ill C I X i a I III JL--- I -ITT - -JL_-- - -- -- rn 1I I III III Ili x II I I I III I III II i E I I III Itl tt II II I 2x STUDS BEYOND. w o UJw (III I I II I I I 11 I I! I 11 II II SEE PLAN = J III I I I II I II i it II II I � III I I I 11 I II I II II II I III II I I � o N III III III I I I II I i 1 1 II I I I I II 1 I11 If it it it I 111 U N U I N z III III I I I it I I I I N I III II II II I II I !1 II II I '_�-2x4 P.T. BASE PLATE BEYOND SEE A PLAN VERTICAL HORIZONTAL WALL ELEVATION DIAGRAM "S" = W SPACIN -3 g 112" Is SINGLE NAIL EDGE SPACING DOUBLE NAIL F-DGE SPACING TYP. U.N.O. ROOF CRITERIA -16" OVERHANG @ EAVES U.N.O. -12" OVERHANG @ GABLES U.N.O. -SQUARE CUT FASCIA -ROOF PITCH PER ELEVATION -SHINGLE LOADING LL �w0� 20 0En0� F r m 0 ,4 w 2 0 G N LL LL AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7/16" FLITCH PLATE TO WI (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) ad NAILS (2) 8d NAILS @ 3" O.C_ STAGGERED VERTICAL BLOCKING SECTION X-X CONNECTOR SCHEDULE FOR: ADAMS HOMES - 2030 Elev B TRUSS ID BEARING POINT TRUSS ACTUAL CONNECTOR ID CONNECTOR UPLIFT FASTENERS NOTES UPLIFT DESIGN EATING (9) 10d x 1-1/2" (1) 5/8" ATR w/12 EMBED w/ A01 L/ M / R - 3750 # or less HETA16 / MGT / HETA16 1810# /.3965# / 1810# (22) lOd SI MPSON "SET" EPDXY @ MGT 9 10d x 1-1 2" (9) Sod x 1-112" A02 - A10, B01 - B03, G02, G03 L / R - 1028 # or less HETA16 / HETA16 1810# / 1810# 9 10d x 1-1/2" -: (9) lod x 1-1/2" All -L/M/R -1192#or less HETA16 /HT520 / HETA16 1810#/.1310#/1810# (24)lod xl-l/2" 9 10d x 1-12" CIA- CSA, C1V - C5V, CV2 - CV7, E7A, E7V, L/ R - 484 # or less HETA16 / PER TRUSS MFR 1810# (9) 10d x 1-1/2" - EV6, H7A H7V Z01 Z02 GO1, P01 CONT. BRG. -246#or less NAILS (1)16d@'4"-0.C. SEE DETAILGE01/5-4 P02 L/ R -232 # or less HIOA/ H10A 1040#/ 1040# (18) 10d x 1.1/2" - 18 IOd x 1-1/2" 2" P809 I CONT. ERG, • 100 # or less PER TRUSS MFR. TRUSS MANUFACTURER: PROBUILD DATE OF LAYOUT: DATE OF TRUSS. CUT SHEETS 6/23/21 L=LEFT, R =RIGHT& M =MIDDLE BEARINGS, BEARING. LOCATIONS ARE REFERENCED TO TRUSS MANUFACTURER'S TRUSS DRAWINGS: ALL CONNECTORS ARE SIMPSON PRODUCTS A TYP. U.N.O. F-T 1 11 J N m O � I �- -J N m O J U � M W 3/12 VLT 10'-0" CLG E 3/12 VLT V U U O N FRAME Tn DOWN RI-11 3/12 VLT 10'-0" CLG 10'-0" CLG 3/12 VLT ODC SPACE 1-8-0 rYl V Q U O FRAME DOWN � n 3/12 VLT C 3/12 VLT 8'-0" CLG 8'-0" CLG 10'- "CLG ODD SPA E - - O 1 3/1 LT d" I ' AT C ENTRY O I 1 N J > c 0 O O 00 M M O ROOF PLAN - RG. 8'-0" AFF TYP. U.N.O. SCALE: 1/4" =1'-0" W/ KNEEWALL TO 10'-0" AFF Q U O N U.N.O. 19 SIMPSON - CONNECTOR SCHEDULE USP - CONNECTOR SCHEDULE MARK TYPE CONNECTOR & FASTENERS SPF SYP CONNECTOR & FASTENERS SPF SYP OFRAME TO HETA16 wl (9)10d x 1 1/2" OR 1810 HTA16 wl (10)1 Od x 1 112" OR 1585 1870 MASONRY HETA20 w/ (9)10d x 1 1/2" HTA20 w/ (10)1Od x 1 1/2" O FRAME TO H2,5A w/ (10)8d NAILS 535 565 RT7Aw/ (10)8d NAILS 515 985 FRAME O FRAME TO H10A wl(18)10d x 1 1/2" 1015 1040 RT1 BA w/(17)1Od x 1 1/2" 895 1020 FRAME H1OA-2 wl(18)10d x 1 1/2" AT 2 PLY TRUSSES 330 1080 RT16-2 w/(16)10d x 1 112" AT 2 PLY TRUSSES 935 1060 O FRAME TO MTS12 w/(14)1Od x 1 V2" (AT EXTERIOR 860 990 M1W12w1(14)10d x 1 1/2'. (AT EXTERIOR 1005 1195 FRAME LOCATION INCLUDE (3) 12d TOENAILS) LOCATION INCLUDE (3) 12d TOENAILS) OFRAME TO MGT w/(22)1Od NAILS AND 518" A.T.R. w/ 12" 3330 3965 MUGT15 wl(28)10d NAILS AND 5/8" A.T.R. wl 3330 4495 MASONRY EM8EDMENT w/ SIMPSON "SET" EPDXY 12" EMBEDMENT wl SIMPSON "SET" EPDXY OFRAME TO HTS20 wl(24)10d x 1 112" (AT EXTERIOR 1125 1310 HTW20 w/(24)1 Od x 1 1/2" (AT EXTERIOR 1285 1530 FRAME LOCATION INCLUDE (3)12d TOENAILS LOCATION INCLUDE (3)12d TOENAILS F1 FRAME TO (2) HTS20 wt(48)10d x 1 12" (AT EXTERIOR 2250 2620 (2) HTW20 w/(48)tOtl x 1 12" (AT EXTERIOR 2570 3060 FRAME LOCATION INCLUDE (6)12d TOENAILS LOCATION INCLUDE (6)12d TOENAILS (EA) HGT-2 wl (16)10d NAILS AND (2) TV' A.T.R. HUGT2 w/ If 6)1 Od NAILS AND (2) 518" A.T.R. O FRAME TO wl 12" EMBEDMENT w/ SIMPSON "SET" 10690 w/ 12" EMBEDMENT w/ SIMPSON "SET" 7020 9790 MASONRY EPDXY(HGT-3 FOR 3-PLY) I EPDXY (HUGT3 FOR 3-PLY) OFRAME TO FGTR w/ (18) 1/4" x 3" SDS WOOD SCREWS 3400 4725 RFUS wi (12) WS3 WOOD SCREWS AND 7100 MASONRY AND (2) 112" x 5" TITEN HD ANCHOR BOLTS (4) 3/4" x 6" WEDGE -BOLT (1) LGT2 wl (16) 1 Ed SINKERS J 1 FRAME TO & (7)1/4" x 2-1 /4" TITEN 2 1750 2030 MASONRY (SEE NOTE #6 BELOW) J2 FRAME TO MASONRY / (2) LGT2 w/ (32)16d SINKERS & (14) 1!4" x 2 1l4" TITEN (2 PLY TRUSS) 3500.M 4060.M (2) LUGT2 w/ (32)16d SINKERS & 00) 1l4" z 3" WEDGE -BOLT (2 PLY TRUSS) 3100-M 3100-M 3240-F 3770-F 3800-F 4520-F FRAME OR (28) 16d SINKERS FOR FRAME (EA) OR (32) 16d SINKERS FOR FRAME (EA) J3 FRAME TO MASONRY/ (2) LGT3 w/ (24)1/4" x 3" SIDS SCREWS & (8) 3/8" x 5" TITEN (2 PLY TRUSS) 4730-M 0-M (2) LUGT3 wl (24) IA"x 2 112" WS25 SCREWS & (4) 3/8" x5" WO (2 PLY TRUSS) 6480-M 70-M 5010-F 0906960-F 0.180.E 77171D-F FRAME OR (52) 16d SINKERS FOR FRAME (EA) OR (50) 16d SINKERS FOR FRAME (EA) BEAM TO HU410 OPT HUC410 WI (18) 16d & (10)1 Od 0#2680 HD410 OPT HD4101F w/ (29) 16d & (10) 10d G#3080 O BEAM NAILS U#1695 NAILS U#1950 TO HU410 OPT HUG410 wl (18) TITEN 0#4500 HD410 OPT H04101F wl (20) 1/4" x 3" 0#3355 ©BEAM MASONRY 1/4" x2 3/4" & (10) 1 Od NAILS U41800 WEDGE -BOLT 8 (10) 10d NAILS U#650 BEAM TO HU46 OPT HUG46 w/ (6)10d NAILS & G#1540 G#3000 HD46 OPT HU46 w/ (6)10d NAILS & G#1625 G#2015 L2 MASONRY/ (12)1Wx2.3/4"TIT EN(TO MAS.) U#980 U41135 (12) 1/4" x 2 3/4" TAPCON S (TO MAS-) U111030 U#850 FRAME OR (12)16d & (6) 1Od (FOR FRAME) SYP-F SYP-M OR (12)16d & (6)10d (FOR FRAME) SYP-F SYP-M FRAME TO (2) HETA16 OPT (2) HETA20 1920 1920 (2) HTA16 OPT (2) HTA20 1870 Q MASONRY 1-PLY (10) 10tl x 1 OR 2365 2365 1-PLYw/(10) 1x 1 OR 2430 2-PLY wl (12) 16dd (1 2-PLY w/ (12) 16dd HTSM16 wl (8)10d NAILS AND (4) 1/4"x2 1/4" 955 1110 HTWM 16 w/ (8)10d NAILS AND (4) 1/4"x1 3/4" 1145 1225 FRAME TO TAPCRNS WEDGE -BOLT O MASONRY O HTSM20 w/ (10)10d NAILS AND (4) 1/4"x2 1/4" 955 1110 O HTWM20 wl (10)10d NAILS AND (4) 1/4"xt 3/4" TAPCONS WEDGE -BOLT 1145 1225 OFRAME TO H10S w/(8) 8d xt 1I2" NAILS AND (2) 3/8"x4" 780 910 MASONRY TITAN HD DTT2Z w/ (8)114" x1 112" SDS WOOD DTB-TZ w/ (8) 1/4" x1 112" WS15 WOOD OSCREWS FRAME TO AND(1)1/1" 9 A.T.R. EPDXIED w/ 1835 2145 SCREWS AND(1)1/2" 9 A.T. R. E PDXI E D wI 1510 1835 MASONRY SIMPSON "SET" (SEE NOTE 114) SIMPSON "SET" (SEE NOTE #4) HTT5 w/ (26) l6d x21/2" NAILS AND (1) 5/8" 9 HTT45 wl (26) 16d x2112" NAILS AND (1) OMASONRY FRAME 70 A.T.R. EPDXIED w/ SIMPSON "SET" 4375 5090 5/8" 9 A.T.R. EPDXIED w/ SIMPSON "SET" - 5005 (SEE NOTE 114 BELOW) (SEE NOTE 114 BELOW) HTT4 wl (18)16d x21/2" NAILS AND (1) 518" 9 HTT45 w/ (18) 16d x2 112" NAILS AND (1) OMASONRY FRAME TU A.T.R. EPDXIED w/ SIMPSON "SET" 3640 4235 5/8" 9 A.T.R. EPDXIED wl SIMPSON "SET" - 4160 (SEE NOTE #4 BELOW) (SEE NOTE #4 BELOW) OFRAME TO H10S w/ (24)10d x1 12" NAILS 785 910 LUGT1 w/ (23) 8d x1 112" NAILS 875 1045 FRAME OFRAME TO HM9KT wl (4) 1/4" xl 1/2" SDS WOOD 760 780 RT16M wl (9) 10d x 1 V2" NAILS & 1395 1395 MASONRY SCREWS (5)1A'k21/4"TAPCONS (4)1/4"x 1 3/4"TAPCONS FRAME TO VGT wl (16) 1/4"x3" SDS WOOD SCREWS & O MASONRY (1) 5/6" 9 A.T.R. EPDXIED w/ SIMPSON "SET" 3566 4940 W/ 12" MIN. EMBEDMENT _ FRAME TO (2) VGT wl (32) 114"xT SDS WOOD SCREWS O MASONRY & (2) 5/8"8 A.T.R. EPDXIED w/ SIMPSON 5170 7185 'SET" w/ 12" MIN, EMBEDMENT FRAME TO VGT w/ (16) 1/4"4" SDS WOOD SCREWS & MUGT15 wl (22)1 Od NAILS & HTT45 w/ 0 8) OFRAME HDU4-SDS2.5 w/ (10) 1/4"x2 1/2" SDS WOOD 3285 4565 1Od NAILS & (1) 5/8" 9 A.T.R. - 4160 SCREWS & (1) 5/8" 9 A.T.R. FRAME TO (2) HTT5 wl (52)16d"x2 1/2" NAILS & (2) HTT45 w/ (52) 16d"x2 1/2" NAILS SOUS OY FRAME (1) 5/8"9 A.T.R. (SEE NOTE #4) g375 5090 & (1) 5/8" 9 A.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 EITHER SIMPSON OR USP CONNECTIONS, SEE FRAMING PLAN FOR CONNECTOR CALL OUT. 4. FOR SINGLE PLY TRUSSES, SCAB ON FULL HEIGHT SYP #1 2`0' TO TRUSS VERTICAL WEB w/ (2) ROWS OF 10d NAILS @ 3" O.C, STAGGERED. 5. 12" MIN. A.T.R. EMBEDMENT a@ CMU BOND BEAM U.N.O. 6. SCAB TRUSS CHORD wl4%0" 2x SYP #2 (MATCH CHORD LUMBER SIZE) wl (2) ROWS 10d @ 4" FROM END & 4" O.C. STAGGERED: CENTER AT CONNECTOR LOCATION AS MUCH AS POSSIBLE. pO MINIMAL CONNECTOR UNO ON FRAMING PLAN 1. CONNECTION FOR ALL ROOF / FLOOR TRUSSES TO MASONRY WALLS/ LINTELS/ ICF WALLS UNO ON PLAN 2. CONNECTION AT 24" OR 32" O.C. PENDING VERTICALS FOR ALL FLOOR TRUSSES PARALLEL TO MASONRY WALLS SEE DETAIL FB12/S3.1 FOR MORE INFORMATION 3. CONNECTION FOR ALL HIP JACK (CORNER JACK) TO MASONRY WALLSACF WALLS/LINTELS 4, CONNECTION FORALL CONTINUOUS RIM BOARD TO TOP OF MASONRY AT 32" O.0 MAX. w/ (2) AT EACH CORNER. G.C. TO VERIFY LOCATION DOES NOT CONFLICT wrrJl (IF APPLICABLE) LAYOUT 5. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALL/BEAMS wl (2)12d TONAILS BO MINIMAL CONNECTOR UNO ON FRAMING PLAN CO MINIMAL CONNECTOR UNO ON FRAMING PLAN II 1. CONNECTION FOR ALL TRUSSES TO INTERIOR/EXTERIOR BEARING WOOD WALLS AND/OR BEAMS ROOF FRAMING NOTES 1. SHINGLE OR METAL ROOFING SYSTEM (SEE ARCH,) SHEATHING - SEE [RSH1 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 - - - NOTE TO FRAMER - - - IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FDS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 -4" RO( .H. TYP. C.M.U. OR fCF WALL 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. CONTINUOUS VINYL y� G.C. SHALL VERIFY SOFFIT MATERIAL CAPACITY TO RESIST THE DESIGN PRESSURES m SPECIFIED FOR COMPONENTS AND CLADDING WIND PRESSURE t 7 ��doW N ID LOn ' y r-I 00 P -S C L5 �� ILI c0 ti 00 a WW I- a Lt7 00 l'- s '3 0 m 3 ' 0 'H 4kk #k 1p,U c� pp 11A J _I J c ca p, c {J O b a' LL W LL Nape V N9i Uj LU (A 51&r C LLJ - mlmr' rA<ncnoo CL =u.trn13 x 3 F- M E a��N�, IJ oo2;;� LU m .; a IIi Ln .a t tYl co Q N N t ELJEL- ma Q o nv�umv � Q = C0 w U J (n WWW.FDSENG.COM ❑ 1:1 ❑ C9 z 0 - O C3 Z N 0 a a� - - In � _ 2! n N O m CU - LL `n jL its Lu 0 LUco Ur�o a; (l7 ift3 '- _j m - LU o o C 0 00= ati y Ca0:s !M Q N 0 A DAMS I K0M,ES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCI E ♦ Job Information: W N V �I L I- U MJ M� Q J W -) (N lz�' o L0 LL J m Cif U) ♦ Model Name / Number: 2030 ♦ Plan Issue Date: Tuesday, June 29, 2021 VI KA PROJECT NUMBER: 21-4473 I Sheet: 6 Of: I TB13 I WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. TYPICAL SOFFIT SUPPORT DETAIL 3/4" = 1'-0" ROOF PLAN B 0 2x6 #2 SYP P.T. W/ (2) Y?x5" 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 ° FILLED CELL W/ #5 TYP. FILLED CELL MIN. 5 PER JAMB. VERTICAL o SECTIONAL o OVERHEAD I DOOR CONT. P.T. #2 WR MD SYP 2" X 6"¢. j P G� 2"x6" P.T. WOOD JAMB v ••• 1 /g Fy •. � � ION DOOR AND CONNECT P E R GARAGE SLAB ••. ��'-k GARAGE DOOR MANUFACTURER n- TYP. GARAGE DOOR `ems �••``••7••••-•'' t, TRACK MOUNTING DETAIL N 7 H MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. N y C _ aa■�ry N CEO ln 00 ti O £ E y tD ` oo'imk .303, N ti Lj J J ry acl L LL LL 41 5mzUj -� W 0_ O g o o a 3 .9 N w Llq W BLOWN -IN R-30 INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH g `8 ?' gg Zs�va Z O lv,� � 9 = o 4 PERMIT APPLICATION PROVIDE BAFFLES = °� 'A w D: OJ J � BLOWN -IN R-30 INSULATION PER AT EAVES (FOR VENTED ATTICS) 12 � � a :, IU 0 m m m� Q FBC AND ENERGY FORM SUBMITTED FIBERGLASS SHINGLES OR a�� 0 5 �'�" �" a 12 WITH PERMIT APPLICATION TILE ROOF PER ELEVATION SEE PLAN ( ) c a = U PROVIDE BAFFLES AT EAVES �� OVER APPROVED UNDERLAYMENT t . ; w °' ` SEE PLAN (FOR VENTED ATTICS) PER FBCR 905.1.1 OVER APA PRE ENGINEERED WOOD ROOF SHEATHING - SEE SCHEDULE- WWW.FDSENG.COM ❑ ❑ ❑ FIBERGLASS SHINGLES OR TILE ROOF (PER ELEVATION) TRUSSES [RSH] - ON FRAMING SHT. FOR SHT'G & FASTENERS, z OVER APPOVED UNDERLAYMENT o S PER FBCR 9 05.1.1 OVER APA ROOF SHEATHING - SEE SCHEDULE- , TRUSS ANCHOR (SEE PLAN) , - SEE PLAN FOR z o N N Z 0 Q *' PRE-ENG. WOOD [RSH] ON FRAMING SHT. FOR ' — _ _ ' BRG. HT.+ J TRUSSES @ 24" O.C. SHT'G & FASTENERS. • ii •: �' ANCHOR PLAN)CN 1/2" DRYWALLLO FELT PAPER OR '• ` ,' METAL DRIP EDGE z ti TRUSS (SEE TRUSS PLATE M TO BE INSTALLED ON OUTSIDE ' 2X SUBFASCIA 3/4" P.T. NAILER � ' � 11i (� Q} FACE - —' - SOFFIT. SEE ARCH. 1/2" DRYWALL w 0 PLANS w METAL DRIP EDGE 1/2" DRYWALL 4 CURTAIN NAILER r 8 x 8 x 16 K.O. 1 x 4 P.T. @ WINDOWS rr', LINTEL BLOCK w 4+�//// LA vcxa CONNECT ALL 2x STUD 2X SUBFASCIA 1 x 8 P.T. @ S.G.D. h O.H. W/ (1) #5 DIA. REBAR & , /g177 = c M frri� ~ J TO TOP PLATE WITH (4) " SEE ELEV. 3000 PSI CONCRETE • L CO 16d TOENAILS POLAFNFS .SEE ARCH. PRECAST "U" LINTEL LAc o0 0 1 I SEE SCHEDULE u = o� =I 1J2" DRYWALL SEE PLAN FOR HEADER SIZE u n J J C 0 Q N O riA Q00 I� 'J J DAMS HOMES OPTION: 15/32" OSB EXPOSURE 1 ON MAXIMUM OF (3) 2X PLATES MAY BE O.H. EXT, WALL W/ ALL EDGES BLOCKED. ADDED BELOW THE HEADER W/ EACH SEE ELEV. SEE T1313 FOR NAIL ATTACHMENT. PLY ATTACHED W/ (2) ROWS OF 16d (OPTION) STAPLE: 16 GA. 1 3/4" STAPLE @ 2' O.0 EDGES AND FIELD. NOTE: 44" MAX. SILL HGT. ON FILL CELL -(1) #5 DIA. FLORIDA CONTRACTORS LICENSE NO. CRC1330146 NAILS AT 8" O.C. ALL BEDROOM WINDOWS. REBAR W/ 3000 PSI 3000 GULFBREEZE PARKWAY " CONC. ALL LOCATIONS SHOWN ON FOUNDATION GULFBREEZE, FLORIDA 32563 VINYL FRAMED WINDOW W/ SCREEN &FLOOR PLANS DIVISION LOCATION: (G.C. TO VERIFY W/ FLOOR PLAN u PORT ST. LUCIE LOCATION OF OPENINGS IN µ EXTERIOR WOOD WALLS. IF NO ' >*' Job Information: OPENINGS ARE INDICATED, FULL j STUDS ARE REQUIRED). NOTE, 44" MAX. SILL HGT. ON ALL BEDROOM WINDOWS. VINYL FRAMED WINDOW WINDOW STOOL W/ SCREEN rl CEMENTITIOUS DECORATIVE PER SPECS h PRECAST CONC SILL FINISH 7/8" THICK PER ASTIM C-926-98A " u PAPER BACKED FOIL R-4.1 INSULATION AT CMU BLOCK WALL u 2X STUDS (SEE FLOOR PLAN FOR PER FBC AND ENERGY FORM i EXTERIOR FINISH - 1 1/2" DRYWALL MORE INFORMATION). SEE TB13 SUBMITTED WITH PERMIT j (SEE ELEVATIONS) N ON SHEET 6 APPLICATION O FOR NAILING INFORMATION FOR FTG- DOWEL #5 DIA. REBAR 1 x 2 P.T FURRING w R-13 INSULATION AT EXTERIOR WALL SHEATHING. 17" IN CONCRETE - 25" N WOOD FRAME WALL PER FBC P.T. ZX #2 SYP. BASE PLATE 1 x 4 P.T. EXTEND (ACI 530) ABOVE BASE NAILER > AND ENERGY FORM SUBMITTED w/ 1/2 x 8 A.B. (OR 1/2" x 8" TITEN SLAB. ALL LOCATIONS SHOWN r WITH PERMIT APPLICATION HD) w/2" WASHER AT 32" O.C. WOOD BASE ON FOUNDATION PLAN M m MIN. 6" FROM END - SEE WS07 I.0 ~ CV WOOD BASE FOR TERMITE SHIELD SEE FOUNDATION PLAN FOR O JMM U,^j Z) � SEE FOUNDATION PLAN FOR SLAB INFORMATION -TOP OF SLAB - _ SLAB INFORMATION TOP OF SLAB - LL- _j W V I (/ !, _ � �; Model Name /Number: OD -77'GRADE a ; GRADE , ,42030 r Y _ -: ,, .. , -,-,-mr-- ,ii Plan Issue Date: CLEAN w ' SEE PLAN FOR y, N RE BAR QUANTITIES Tuesday, June 29, 2021 COMPACTED FILL • T SEE PLAN SEE FOUNDATION KA PROJECT NUMBER: SEE FOUNDATION PL0 16" FOR FTG REQUIREMEN'S PLAN 21-4473 Sheet: �S Of: WS01 TYPICAL WALL SECTION - 8" CMU 3/4"=1'0" TYPICAL FRAMING WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4"=s'o° DETAILS 4°'e i• F z5 j 'IEf�® +�L'o �✓ a .,! :. ^`� U 1 of3 CLU 1_0 PROVIDE 2x4 ON TOOF 2x8 TO BLOCK OUT 2 ROWS 12d @ f*�0 F E s`i�, TOP PLATE ATTACH W/ 3" O.C. OUBLE 2x4 e(J�°€/)illcz��°EE (° (2) 12d NAILS O.C. TOP PLATE N (SOLID BLOCK w/ 2x6) 0 2x4 STUD PER PLAN 2x4 BEYOND AGAINST 2x8 STUDS OF SPLICE NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OUBLE 2x8 TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. - TOP PLATE SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN TOP PLATE W 8d 2 1/2" x 0.131 NAILS (SIM. w/ 2x6 y * NOT REQ'D. WHEN QT SYSTEM IS APPLIED ) 2x4 w/ 2 ROWS OF W N STUDS 00 WOOD BEAM SEE U 12d NAILS @ 3 O.C. ` w W 1- a LO c STRUCTURAL SHEATHING TOP PLATE TRANSITION I H C210N HUC410 OR (2) c N 'i J J PLAN FOR SIZE ,i , 3 2 "1 a* a* a* u I TO BUILT-UP COLUMN c 0 S o LL - LL Uj PIPE OR DUCT w/ OUBLE 12d a e m 'E N Lau a 2 SUPPORT COLUMN BUILT-UP MIN. • m m a 8 a - PENETRATION THRU TOP SPLICE - �' ' ' (3) 2x4's OR 4x4 W/ (2)-10d 9 =-_ a .r"� VARIES W TOP PLATE w/ MORE i i ^ NAILS @ 8" O.C. EACH PLY ° . ' D �, a UJ U o y �`o�o ROOF SLOPE THAN 50% OF TOP ROWS 12d i ; ( ) a _ a p SHOWN AS 4 x 4 y = PLATE WIDTH INSTALL @ 3" O.C. I (2) SIMPSON HETA20's 22 d = . SIMPSON PSPN516Z I ) P" t"° ' 2 4 m ar�o4 cnmQ)% m C J w/(12 -16d EA. TO COL. w ao WOOD WALL OR w/ (12) 16d NAILS TYP. �° m fl,�� ,. �I � "�., ALT: (2) MSTAM36 STRAPS � � � m N m ,�, d � � TRUSS. SEE PLAN 2X4 CONT. w/ (3) 12d TOP & BOTT. N TYPICAL BLOCK ; , CENTERED w/ (13j-lOd NAILS a o COMMON NAILS EACH BOTTOM SPLICE ` NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS WALL Ea TO COL. a; a o OVER STUD �,. TIE BEAM STUD TYP. T TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. o J SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ ; WWW.FDSENG.COM (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO ``� TOP PLATE W 8d 2 1/2" x 0.131 NAILS 0z * NOT REQ'D. WHEN QT SYSTEM IS APPLIED z o — o NOTE: z aNi NN TRUSS OR ROOF SYSTEM PLATE LENGTHS MUST BE AT Q ¢ $ LEAST 8 -0" LONG. TYPICAL a LD02 SHEAR TRANSFER EXTERIOR WALL N.T.S. WF17 TOP PLATE SPLICE: DETAIL 3/4"=1'-0" [CD704: BEAM @ RAISED ENTRY MASONRY WALL NJ.& CII� �' LO Z C4 Q � _j w c • a— cc u�nrs w � m m LO C f) M 1- 9 n M m 00 J00 O EXT. OUT BEAM TO SUPPORT "" "' 00 6 .. TRUSSES IF SPECIFIED ON PLANN= o ^ N -----------------, SIMPSONHUC410------------_-----, U �~o —� ' BUCKET SEE ROOF s lam„ PLAN FOR MORE INFO Q 04 o w 1" 1/s" lift * CRIPPLES MAY/MAY NOT BE PRESENT. SEE ROOF PLAN ; ' VERIFY HEADER ELEVATION DAMS HOMES 01 FOR BEAM SIZE 12 (D = 0.162", L= 3 1/2 ) OR EQUAL (D = 0.162 . L- / ) SEE FLOOR PLAN FOR REQ'D ONLY WHEN INDICATED fo Job Inrmation: NOTFGc 1) ADJACENT NAILS ARE DRIVEN FROM 3) FOR 4-PLY. PROVIDE 1/4"DIA. x 5 1/2" LAG COLUMN SIZE &BASE ON BEAM SCHEDULE/PLAN 2"x4" STUDS @ 16" 0/ OPPOSITE SIDES OFTHE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR33PLY) 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NOS SECTION 15.3 FOR 2X CRIPPLES @ 16" O.C. SEE SCHEDULE CONNECTION INFO CRICKET AS REQUIRED THE THICKNESS OF THE LAST LAMINATION. ADDITIONAL INFO, W/ SIMPSON SP2 TYP. � NAILS '` ECT I 0 N A -A SECTION TOP AND BOTTOM `7 WF37 TYPICAL COLUMNS DETAILS N.T.S. ED STAGGERED @ STAGGERED f SCALE: 1 1/2" = 1'0" xx 12" 0/C EACH * WHEN STUD LENGTH r`�• FACE OR 3-ROWS IS LESS THAN 12" USE 12d NAILS STAGGERED LSTA30 STRAPS AT EACH @ 12" 0/C FOR 2 x 10 SIMPSON SP2 @ EA. STUD O STUD WRAPPED OVER OR GREATER HEADER TOP PLATE & NAILED A A MIN 7APA STRUCTURAL /16° FASTENED TO TRUSSES W/ FOR OVERHANGS GREATER THAN • ° :' FILL 1ST. 4 COURSES TO HEADER EACH SIDE FILL ALL HOLES IN SEE PLAN FOR TOP OF BEAM 8d COMMON WIRE NAILS @ 4" O.C. BOUNDARIES 6" 0/C EDGES & 8" z 1 1/2" CONTACT FOR FOR �:�. SOLID W/ GROUT. (NO DOUBLE 2 x #2 ; O FURTHER INSTRUCTIONS '.•"..: REINFORCEMENT REQUIRED) STRAP S.Y.P. HEADER W/ SEE ROOF PLANcn O.C. FIELD W 1/2" FLITCH PLATE FOR BEAM SIZE & INSULATION AT EXTERIOR ' '• lOd NAILS @ HEADER. (U.N.O.) CONNECTION INFO. WOOD FRAME WALL PER FBC > 8" 0/C TYP. AND ENERGY FORM SUBMITTED � � 0 FILLING AND BLOCKING AS WITH PERMIT APPLICATION WHEN EXTERIOR WALL IS Z J _ � a DOREQUIRED FASTENED TO DOUBLE 2 x 4 RE (WHEN = _ = - _ � �' U c � CRIPPLE STUD HEADER W/(2) ROWS SEE FLOOR PLAN FOR EXPOSED TO INTERIOR SPACE) O J W 04 o TYPICAL (U.N.O.) OF 12d @ 16" 0/C UNLESS COLUMN SIZE & BASE SIMPSON SP1 @ EA. STUD LO u- J NOTED OTHERWISE CONNECTION INFO • • ' 2"x P.T. PLATE , MAIN SPAN ROOF TRUSS v Model Name / Number: F.F. 2 x 4 STUDS TYP. 1/2" X 8" "J" BOLT 2030 OVERHANG --I,. .:'.'.".:•.;. ,�.;..�'.�.,�...�.;.! -, . SIMPSON HTT4 W/ (18) @ 24" 0/C MAX UPLIFT CONNECTOR �• "" �. �" �.. .. .• ' • •:' ° ' •:; ' ' :; ` 16d NAILS & A 5/8" 8" x 8" x 16" K.O. (SEE SCHEDULE) v Plan Issue Date: EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O. o• BLOCK W/ 1 #5 CONT. Tuesday, June 29, 2021 OR 8 1/2" AT GARAGE KA PROJECT NUMBER: ,+ G STEP DOWN , , •�,•, ; ,.� CMU WALL HOLD DOWN CONNECTIONS P.T. BOT. PLATE :.":�; EE FOUNDATION 214473 FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" NOT REQUIRED @ BEARING ,` PLAN FOR MORE INFO NOTE: FOR OVERHANGS LESS THAN 5/8" • NO REPAIR REQ'D. WALLS WITHOUT UPLIFT '' Sheet: S � Of; N.T.S. CD11 COMMON BEAM ATTACHMENT N.T.S. W NEEWALL ABOVE MASONRY WALL 3/4" = 1'-0" WF09 I WALL HEADER DETAIL N.T.S. TYPICAL WALL DETAIL MS18 RETROFIT WALL OVERHANG DETAIL 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" 20 #2 SYP TO BE LESS THAN (MIN. FIRST 4 BAYS) BLK'G @ 16" O.C. OR EQUAL TO 450 . , MINIMUM 2"x4" '' - 8d NAILS @ 4" O.C. IF > 9" CONT. 2X4 10D X 0.131 @ 8" O.C. EA. SIDE CROSS BRACING ; ~ WALL AND ROOF ' (SEE PLAN FOR - ' a-'' -�/ SHEATHING, SEE TB13 LOCATION)BLOCKING FOR ' 2xx4 SYPCLIFICATIONS BRACE FOR ' "� 2x4 SYP OR SPF CROSS BRAC GABLES 3'-0" TO 5'-11" TALL. _ APPROX. B SYP L BRACE FOR AIFTR FROM RIDGE THEN 0 . GABLES 6'-0AND TALLER. 3 12d @EACH END 8, G ' 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 F BRACE CONNECTOR FROM GABLE TRUSS ) i BAYS (8"-N 0")NAIILEDING TRUSSDIAGONAL BRACE TO SILL PLATE w/ 10d @ 3" O.C. (3) 12d ' W/ 3-12d 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 "F 4 BAYS DQ NAIL OVER X-BRACE AS SHOWN 2x4 SYP OR SPF BLOCKING AT 48" O.C. MIN. BETWEEN TRUSSES @ 8 KNOCK OUT COURSE CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. INSTALL BLKG. AT TRUSS WEBS X-BRACING - 2x4 SPF OR FOR NAILING O.C. MAX. FASTEN TO EA. TRUSS w/ 3-12d NAILS p MASONRY WALL SYP w/ (3) 12d @EACH TRUSS WEB NAIL TOP OF "T" TO GABLE ROOF SHEATHING, SEE TB13 FOR ATTACHMENT TRUSS w/ 2.12d AND 1 TRUSS H8 w/ �,'�, OVER JACK TRUSSES, SEE `�� ' 10-10dx11/2" NAILS '�.��.PLAN. SIMPTB01 4.T TYPICAL CROSS BRACING DETAIL N.T.S. FTBO2 TYPICAL CROSS BRACING DETAIL N.T.S. FASTEN (1) SIMPSON HGA10 @ 48" O.C. w/ 8 1/4"x1 1/2"° °SDS WOOD SCREWS GABLE2x4 BLOCKING w/ 2-12d TOENAILS,rNAIL TOP OF 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/ BETWEEN TRUSSES W/ (2) 12D BELOW, SEE PLAN. 10d x 1 1/2" NAILS NAILS EACH END TO TRUSS TOP @ WOOD FRAMED WALL @ DUTCH GABLE or CHORD IC,I TYP. . N _ dD , A TRUSS ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING /'► GEO1 GABLE END BRACING N.T.S. WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP A TRUCTURAL PACE _ __ G.T. SHEATHING 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 TRUSSESof P 12d NAILS @ 6" 0.(,. MAX 24" SPAN (EITHER r\G.T SIDE OR BOTH IF REQ'D) (2) 12D NAILS MINIMUM (3) 12d ROOF AT 12" O.C. MAX PER JOINT MINIMUM 2"x4" SPF OR to SHEATHING * SPACED AT 10'-0" MAX SYP TRUSS BRACING _ N to 9 =Ana W � 1- W SEE PLAN (� ;8- m� 4k cc" Li -LL Li- 2X4 BLOCKING TRUSS CHORD $ ^ w o � BETWEEN TRUSSES HIP TRUSS (GABLE END) � ors v� a - �� = d� s LLi Y (0c Srr-\(�eT- }/�{ //�{ a cf �g�y� �� o W c r '- pp `N TB03 HIP / RIDGE BLOCKING DETAIL .T. N S TB04 TRUSS BRACING OVERLAP DETAIL (T N.T.S. SIMPSON H8 W/ 2x6sYP 10-14d x 1 1/2 Luarw m Q Q a o 2 _.' _ cyi n 1- p Yl U 6 = Q $Ev 2x$SYP ^l �N1� W v o$p ❑ ❑ ❑ CHORD BRACE � s N W1�WJ-FDSENG.COM W/ 12d NAILS @ 8" O.C. z g o (2)LSTA18CN z CONTINUOUS w/5-10d x 1 1/2" TO z N s TRUSS NOTES: 2x6/2x4 SYP STRONGBACK & 8-10d �I 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 STRONG -BACK x 1 1/2 TOT BRACE W/ 12d NAILS EACH BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT @ 8n O.C. IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OFSHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED LJ) TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES &SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANYLL CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT J w EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL BRACES AT 20'-0" O.C. MAXIMUM. `` ✓ / •� LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION. ALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT 4. ADDITIONAL BOTTOM CHORD BRACING SHALL S Q t9 w 2 ai +rc�a �! 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. 2X4 "T" BRACE (2x4 SPIF) r- m � SEE TYP. TRUSS BLOCKING DETAILS SEE GABLE BRACING DETAIL U — � E Lu m >. SHEATHING 0005 3T04TRUSS x4 AS RNATESHOWN rALTERNATEIRECTION GE04 "T" BRACE CONNECTION Cc� GABLE END W/ VOLUME CEILING 3/4" = 1'-0° n c L" Y q TRUSS SPACES Q N O ' • • RUS DAMS HOMES VERTICAL SCAB 2X6 #2 SPF 48" O.C. SEE (2)-12 NAILS W/ (4) 12d TOP & BOTTOM OR H5 SECTION TRUSS TO EA TRUSS FLORIDA CONTRACTORS LICENSE NO. CRC1330146 OR HCLR/LL IN PLACE OF (4) 10D B B REQUIRED @ RAFTERS GREATER THAN 8'-0" 3000 GULFBREEZE GULFBREEZE, FLORIDA 32563 SEE PLAN OU BILE TOP DOUBLE PRE-ENG, TRUSS PLATE SECTION B-B TOP PLATE DIVISION LOCATION: 2x STUD WALL PORT ST. LUCIE SEE PLAN CONY- FRAMED RIDGE Job Information: MAY BE NAILED w/ MIN. VERTICAL SCAB 2X6 42 (4) 12d WHEN IT LANDS SPF 48" O.C. W/ (4) 12d NEXT TO PRE-ENG. TRUSS 2x8 BILKING. NAILED @ EACH TOP & BOTTOM OR H5 OR SIDE w/ (3) 12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12d REQUIRED w/ (2) MTS12'S REQUIREDD @ RAFrERS GREATER B COLLAR TIE EVERY 3rd SHEATHIN RAFTER O 2X4 BLOCKING BETWEEN CB BEVEL CUTS (OPTIONAL) TRUSSES W/ (2) 12d NAILS @ EACH END, CONT. EACH BAY B TB 2X4 SPF W/ (2) #7X3-1/2" ALTERNATING DB4 WOOD SCREW EACH TRUSS OR H5 @ 48" O.C. W N N 7 BLOCKING PRE-ENG. TRUSS > v CONT. ROOF SHEATHING AT TRUSS TOP STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP- ■ ■ ' ■ /'■�/' �■ J (D_ W C/) �- CN SEE PLAN FOR CONNECTION — 0 _j �/� d S B (L/L'J� o "') `�) LO � 2X4 P.T. BLOCKING BETWEEN DIAGONAL WOOD 2x8 #2 SYP RIDGE BEAM _j ■ Model Name/ Number: TRUSSES W/ (2)-12d NAILS @ AT 8'-0° TRUSS EACH END MAX �( 2x6 RAFTERS @ 2'-O"O.C. MAX. w/ (3) 12d COMMON WALL BELOW TOENAILS TO RIDGE BEAM 2X4 RAFTERS FOR SPANS LESS THAN 203 (SEE PLANS FOR TYPE) 4 Fr @ 2'-0" O.C. MAX W / (3) IOD CONC, MASONRY COMMON TOE NAILS TO RIDGE BEAM 2X4 CONT. ATJ STEEL OR WOOD ♦ Plan Issue Date: T & B CHORD BEARING SUPPORT TYP, WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING Tuesday, June 29, 2021 @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING V1 KA PROJECT NUMBER: 21-4473 Sheet: S-4 Of: ROOF FRAMING TS06 I BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.S. AND BRACING DETAILS E 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 Therrna-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 11/4" EMBEDMENT INTO THE MASONRY JAMBS. I SPACI EVENI 6" 6" SINGLE DOOR DOUBLE DOOR W/ SIDELITES 3PAC =VEN SINGLE DOOR W SIDELITE >PACE :VEN LY C SINGLE DOOR W/ SIDELITES J J n E DOUBLE DOOR LOCATION OF BARRIER TO BE 1'-0" IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE FILLED PVC. PIPE. 0 TOP OF SLAB 00 Z I -11 -11 ° I - I°,. Ilo II 1 r If - Ir I o v d vl ° 16" MIN. DIAMETER o z Leo CONCRETE FOOTING =- PROTECTION BARRIER DETAIL N.T.S. �n SPACE EVENLY .............................. ........... SEALANT LI - NAIL SHINGLES W/ It OR 12 GAUGE ROOFING • NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. i lcµ �� ° r'�. • RpOt Decµ Line valley by centering e'O°ao C stain CooinS i g ngieawO d yes Oynyz� ° Vd e�� e \` nderlaymentor rd2;�'A S2\ Uodetya`Jm A" �`a9 cukvalentdir to St�Gooase Goacse dGoose e - E0 ` &0 3C 1RdGoUhS G09 . < Rake 1 ` MMetal ` o not nail within Drip 22" r' 6" of Embed each shingle Edge 29" Valley Centerlinen a 2" -�� i wide strip of aspftalt raging cement. Cut 2" diagonallyy off upper Save 7" orner ort•immed1 pieces to use in 5thI )_ � a .p le. r i Cuts in le 2" back from valley centerline ' SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE (REQUIRED AT ALL LEVEL VALLEY VERTICAL WALL AT ENTRY TEXTURED, PAINTED EXTER, WALL FINISH 6" X 6" H GALV. FLASHING CONI PLASTER STOP- ROOF - SHINGLES 6" X 6" H GALV. FLASHING CONI ASPHALT BASED SEALANT APPLIED BEHIND FLASHING AND EXTENDING A MINIMUM OF 6" ABOVE VERTICAL RISE OF FLASHING AT KNEEWALL \ / FLASHING DETAILS NOTE; THIS DETAIL IS REQUIRED 11 FLAs,I 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" H d,ip edge is used, or about 3/4" if no drip edge is used. INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF W'DOW AND/OR SGD FRAME MIN.) GLUE STRIP w/ ADHESIVE SEALANT & SCREW w/ 3/161, \ x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATION OF WINDOW ATTACHMENT N.T.S BUCK STRIPS - 1x4 (DEPTH OF WDW, FRAME MIN,) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS 1/2" DRYWALL FLAT HD. "TAPCON" SCREW THRU THE W'DOW FRAME INTO MASONRY JAMB MIN. 4" FROM END AND MIN. 16" C,C, 1/8" SHIM SPACE EXT. FINISH DRIP EDGE WINDOW SEALANT BACK OF JAMB GENERAL CONTRACTOR TO COORIDATE SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S R905.2.8.5 DRIP EDGE. PROVIDE DRIP EDGE Al CAVES AND GABLES OF SHINGLE ROOFS. OVERLAP TO BE A MINIMUM OF Sin (76cm). FAVE DRIP EDGES SHALL EXTEND shin BELOW SHEATHING AND EXTEND BACK ON THE ROOF A MINIMLM OF 21n. DRIP EDGE AT EAVES 0 B SHALL BE PERMITTED T E INSTALLED EITHER OVFR OR UNDFR THE LNDFRLAYMFNIT. IF I VSTALL FD OVER THE LNOERLAYMENT, THERE SHALL RE A MINIMUM 4in W:.OTH OF ROOF CEMENT INSTALLED OVER IHE DRIP EDGE FLANGE. URI:' EDGE SHA'-L'!E MECHAMCALLY FASTENED A MAXINUM OF 121n ON CENTER. WHERE THE Vasd AS DETERMINED IN ACCORANCE WITH SECTION 1`1301.2.1.3 IS 110 MPH (177 KM/H) On GREATER OR THE MEAN ROOF HEIGHT EXCEEDS 33 FEET (10,058 mm), DRIP EDGES SHALL BE MFCHANICALLY FASTFNFD A MAXIMUM OF 4INCHES ON CENTER Maximum Fastener Spacing 0ambs, Head and Sill) Wall Framing: 02 Spruce/Pine/F it Or Defter ,. Silicone 1 Screw Minimum Penetration Glazing Bead Cross Section V iew Minimum h 112" Silicone Exterior Sheathing Note: we Strongly recommend the use Of/lashing and/or flaslling rapes and sill pans as staled !n ASTM E7] 2T ol, However, Cue W variation In codes and build/np types, it /s left up to the end user to determhre the proper Installation ofthese Items, T, r k fC t sac le n o the b.�bfe vl ;may are pyee i ba s fu _r .,e{a.� ca, Step I Measure to be sure the opening is 3/8" to 1/2" larger than the window size troth vertically and horizontally, ' You may wish to pre-drifi the installation holes in the fin at this time. the nHred holes In the moan fin as &W are not necessary) Step 2 Apply a generous bead of Silicone to the backside of the mounting fin. Use enough silicone to sutficlentiy fill all voids between the fin and the wall Sheathing. Step 3 Insert the window Into the opening from the outside. The window is labeled "inside" and "outside", but if these labels have been r glazing a inside of building. removed, the z bead should always be to the ns the rhg Stet 4 Install shim under the sill, adjusting them until the unit is plumb in the opening. Shims should be imulled under the sill every 2 feet. The window should be basically 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 comer of the fin at each end of the head, sill and both lambs. Step 6 Install the remaining fasteners in 8" increments from the comer screws to the center of each frame member. Use care not to over - tighten the screws and pull them through the fin. Also, make sure the SVeVtS go in straight and do not cause the frame t0 bow, Wall framing should be a minimum of #2 Spruoe/Plne/Fir. Number of Fasteners 1 2 1 3 1 4 1 5 1 I i 1 7 1 8 1 9 1 10 1 11 1 12 1 13 Step 7 Remove excess silicone " ueeze our from around the fin and inI for holes or voids. Use silicone to fill any voids. Step B If desired, a foam insulation can be applied to the interior gap between the window and wall framing. If applied, this must he the AVON IXPANVING i'YVL r-OA f. Step 9 Since these windows are typically used In rooms with high moisture, ie; bathrooms, it is recommended that the interior gap between the window and wall framing also be sealed with silicone and tooted 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 detergent and warm water using a soft cloth. Failure to fallow these procedures will void any and all warranties. GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION AND CALL OUTS. Product Approval Submittal Affidavit Building Address: Contractor: Building Permit: .q Y W ..a '°I 0ZZ r� •°F 11-0 , E S /lFf€lllll4ii° ��.i NWLO yg i'.L III t0 r- 00 cuj . E 5 m I" to 00 W ti am � E-9'&-U-U- ao 0) El wN rypNU 00 O w$m�v Oo UJ I] `t io tyj Y u 5- w 3 C q LsQ Z CL' daB M5�� 3 O' cn'°m I oLU Hm W� m WE��nco N_Lo M d LLis o� 5' to O Ivy Q U Product Design Pressures Manufacture Model # Attachment Method Approval # y d Pr ay , 3 �� 0 J (A ❑ El ElI- e N www FDSrnG.coM a Roofing: o n z o - S o z N o %� ' Q; 1st Choice DADE COUNTY APP. IKO Industrues Ltd Cambridge AR g NAIL SHINGLES W/ 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. W/ 3/8" MIN PENETRATION THRU SHEATHING FL30310.1 ROOFING VENTS: IUD r z N I DADE Florida Metal FLAMCO "Off FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, FL215$0.1 R 2 COUNTY APP. Products Inc. -rid a vent" 1" FROM EDGE AN 4" O.C. TYPICAL MAX. t,� C9 m ROOFING UNDERLAYMENT: Q ILL 1st Choice TAMKO BUILDING No. 30 UNDERLAYMENT SHALL BE APPLIED AND FL12328 R9 PRODUCTS LLC JTAIVIKO #30 ASPHALT -SATURATED ORGANIC FELT ATTACHED IN ACCORDANCE WITH R905.1.1 Overhead Garage Doors: 1st Choice +30.0/-30.0 CLOPAY 53W5 16x7 2"x6" P.T. WOOD JAMB WITH (5) 1/2" DIA. x 8" "J" BOLTS 2nd Choice +30.0/-32.0 CLOPAY $ WWI Swing Doors: 1st Choice +67.0/ 67.0 THERMA TRU-CORP. FIBERGLASS DOOR ALL ONE LITE SERIES 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. THEREAFTER. (TYPICAL ALL 4 SIDES) +67.0/ 67.0 THERMA TRU-CORP. FIBERGLASS DOOR SOLID FIBERGLASS DR 2nd Choice PLAST PRO ALL ONE LITE SERIES Sidelights PLAT PRO RU Sliding Doors: 1st Choice MI WINDOWS &DOORS Alum- re nES 2orcGD .,_.j r+L, _:__ MI WINDOWS & DOORS I SERIES 440 SGD wlnaow 0 FU 2 V c 6 t1'1 c m tt3 '--° m U - cif E Liti p 0 H t 00 c.0 = o 111 Q N 0 -on s � al FL16546.8 FL15279.84 FL20461.11 FL20461.12 E)AMS HOMES FL20461.1 FL15215.2 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 FL20461.2 FL15215.2 FL15332.4 DIVISION LOCATION: PORT ST. LUCI E FL15332.12 Job Information: 1st Choice +40/-50 MI WINDOWS 3540 SERIES Twin SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON FL 17676.9 Single Hung (fin) ANCHOR WITH MIN. IA" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS 3500 SERIES +40/-50 MI WINDOWS Single Hung (flange) OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. FOR INSTALLATION THROUGH 2x BUCK USE #8 WOOD SCREW OF FL 17894.2 3540 SERIES +50.0 -50.0 / MI WINDOWS Single Hung SUFFIENT LENGTH TO ACHIEVE 1t/2" INCH MINIMUM EMBEDMENT Fl-17676.2 (fin) IN WOOD SUBSTRATE. MI WINDOWS 3500 SERIES Singlel FL17894.4 Hunts (finless) frame Mullions: M-1926 Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE FL 18504.1 I List Choice I MI WINDOWS I Mullion 3/16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 11/4 M-1926 Horizontal MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM FL 1-5804.2 Fixed Glass: 1st Choice +50.0/-50.0 MI WINDOWS MI 3540 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR FL18644 R-6 WITH MIN. 1 k 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. Soffit: 1st Choice +66.0/ 71.6 KAYCAN LTD Standard vinyl Staple 10" on center in direction of length FL16503.4 R5 Plygem / Variform Plygem Double 5 Double 5 standard (vinyl) 10" I FL12194.1 Double 5 standard standard vinyl staples solid 144 vented 145 FL12194 2 Hurricane Panels: Dade County App. ALL AMERICAN 24" Ga. 24 GA. STORM PANELS 1st Choice SHUTTER &GLASS Storm Panels FL16293 R3 I have reviewed the above components of cladding and have approved their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: FI. # 56126 Name: Luis Pablo Torres Certification Number: FI. # 87864 Name: Certification Number: O z LU 0 4.1 CI e-1 iv cis � o N 9 i a s O _3 W Ln ti Model Name / Number: 2030 Plan Issue Date: Tuesday, June 29, 2021 VI KA PROJECT NUMBER: 21-4473 Sheet: _ ^ S 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 i RESISTIVE BARRIER GENERAL FLASHING AND WATERPROOFING METHODS SELF -ADHERED FLASHING TEMPORAt31LY SECURE BARRIER DOOR ROUGH OPENING TO BE USED. 11703.1 General. Exterior walls shall provide the building with aweather-resistant exterior wall envelope. The exterior wall include flashing described in Section R703.4. /- WEATHER ` , WINDOW UNIT envelope shall as RESISITIVE 11703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the BARRIER `� WOOD FRAME CONSTR. SLOPE accumulation of water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as TAPE EXTERIOR SHEATHING SELF -ADHERED FLASHING 31DHESI E T OF APPLIED SE LAPPING DOWN ADHESIVE TO F APPLIED UNDER 0.3 in : 12.0 in SELF -ADHERED F LAS H I N G required by Section R703.2 and a means of draining to the exterior water that penetrates the exterior cladding. - OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN WALL BY6IN. UP JAMS USE LIQUID NAIL BRAND (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 Na. 15 (nssen�s,w eomnow) OR EQUALL WEATHER PROOF CAULKING 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 WEATHER SELF -ADHERED FLASHING EXTERIOR WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. water -resistive barrier manufacturer's Installation Instructions. The No.15 asphalt felt or other approved water -resistive RESISITIVE CEMT. FIN. 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 BARRIER 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) 11703.7.3 Wateuresistive 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 a water resistive vapor -permeable barrier with a performance at least WIRE LATH equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer Detail Instructions provides a separate continuous plane and any flashing (Installed In accordance with Section R703.4) Intended to drain HEAD FLASHING TIE-IN INSTRUXTIONS: RIM JOIST to the water -resistive barrier is directed between the layers, 1, cut, told up &temporarily secure weather Refer to the number marked as ® in each detail that corresponds to the resistive barrier above header to allowfor flashing 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 weather resistive barrier PAPER 1. Install self -adhered flashing in order as shown by numbers 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. 3. Fold weather resistive barrier back over head flashing and 1 2. Install flashing and weather resistive barrier to form water shedding laps seal with tape 2 2 2U 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, R703.4 Flashing, Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible 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 Scale: NTS SELF -ADHERED FLASHING SELF -ADHERED FLASHING FLANGED WINDOW WPM SELF -ADHERED FLASHING �%�� 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 water to the building structural framing components. Self -adhered membranes used as flashing shall comply with EXTERIOR DOOR WITH DECK - SECTION A Y Y 5. Remove all release paper per standard installation instructions and FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER 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, ASTMCJ281, RUBBERIZED ASPHALT Minimum) AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in EXTERIOR SHEATHING BEAD OF CONSTR. RUBBERIZED ADHESIVE ASPHALT 6. Fold as shown by arrows exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved EXTERIOR SHEATHING -� 3/4"-1" ADHESIVE TO BE APPLIED UNDER INSTALL SELF -ADHERED FLASHING JAMB & HEAD ADHESIVE adjust folding of the flashing accordin t to fit 7. Angle of corner may vary, g g accordingly g y y' j flashings shall be installed at the following locations: THRESHOLD OF DOOR AND RETURN FLASHING, SEE SELF -ADHERED FLASHING REFER TO TECHNICAL UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING FLANGED WINDOW (SEE DETAIL WP01) tight to corner 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 LETTER ON CHEMICAL SCORED exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically COMPATIBILITY RELEASE PAPER attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed _ in accordance with one or more of the following; SELF ADHERED SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" (BEFORE FOLDING, SCORE ' RELEASE PAPER EXPOSE SHOWN) ADHESIVE AS SHOWN) 1,1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the FLASHING VERTICALLY FROM fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where flashing BOTTOM OF instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. THRESHOLD MECHANICALLY FASTEN AS 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 z s � the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection SECTION -A NECESSARY IN CORNERS THROUGH at the head and sides. (SEE DETAIL WP02) SELF -ADHERED FLASHING 1.2 In accordance with the flashing design or method of a registered design professional. 1.3 In accordance with other approved methods. SELF -ADHERED O 1.41n accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 FMA/AAMA/WDMA 400. FLASHING 2 or s 5 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with SELF -ADHERED FLASHING projecting lips on both sides under stucco copings. NAILING FLANGE. 1 4 2 CD 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 2 % BOTTOM NAILING FLANGE (SEE DETAIL WP07) 5. Where exterior porches, decks or stain; attach to a wall or floor assembly of wood -frame construction. S. At wall and roof intersections. SELF -ADHERED FLASHING ♦ p /P®A SELF -ADHERED FLASHING �/�/P®� SELF -ADHERED FLASHING �/P06 7, At built -In gutters. HALF ROUND WINDOW V�/ y EXTERIOR DOOR WITH DECK V \► INSIDE CORNER t _ SELF -ADHERED FLASHING�� DECK PROTECTOR' 3 „` SHEATHING � ement Plaster 8" Cement 7M" Cement Plaster in accordance within accordance with 4 ASTMC926 ASTMC926 SELF -ADHERED FLASHING PATCH Felt backed metal lathe in accordance Felt backed metal lathe in accordance SELF -ADHERED FLASHING ;� with ASTMC1063 with ASTMC1063 t{� DECK PROTECTOR ; Building Paper Building Paper G t P" 7/16" O.S.B. �'��'�', � sheathing 9 ��, sheathing g �i DOUBLEY r Keep top edge SINGLE JOIST JOIST SELF -ADHERED FLASHING�u.., �- ; ' Metal Flashing of weep screed 2" below top of -ADHERED SELF FLASHING 3 1 /2,� - block 3., MIN 2 4 �; � � � r Unperforated Flange 7/8" Weep Screed Vulcum cauk bottom 2 5 _ joint only - Maintain Metal Flashing Bottom 3-1/2" Unperforated SELF -ADHERED FLASHING % W PO SELF -ADHERED FLASHING \ A �P 0 (� W/ V o APPLY A LIQUID FLASHING TO THE MASONRY OPENING (HEAD, JAMB, SILL) IN W P O 0 ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE c Weep Screed 1 1/2" to 2" Flange 7/8" Weep Screed \HO.8362x;DECK JOIST / OUTSIDE CORNER INSTALLATION OF THE BUCK/PIECEPTOR. Above Roof 1 /2" Cementitious Sheathing Decorative Finish ,o•, .•o• All inside and ,,'• ••. outside corner will ' '�°• need to be miter EXTERIOR WINDOW UNIT cut and caulked all •• CEMT. FIN. Cement Plaster butt joints need to BUILDING PAPER in accordance ••o. ,o•• ,, becaulked using SLOPE 0.3 in: 12.0 in SLOPE 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 (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING WIRE LATH SELF -ADHERED FLASHING "'-- EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH -1/2" Cement Plaster Finish SELF -ADHERED FLASHING iN... Block WIRE LATH 2 1/2" Perforated : j'•o. Flange 1 /2" Weep • BUILDING PAPER 'Cement •�•' Screed • •o. BUILDING PAPER '•' -Plaster over block • 1st floor EXTERIOR WINDOW UNIT CEMT. FIN. Install bottom Slab edge of weep screed 1" below finish floor OPTIONAL DETAIL 2 2 3 Note: 3 3O The building paper and metal lath Py must be installed over the top of WEEP SCREED DETAIL SELF -ADHERED FLASHING WP10 SELF -ADHERED FLASHING CEMT. FINISH WINDOW SILL Y Y P 1 1 SELF -ADHERED FLASHING CEMT. FINISH PARAPET WALL W P 12 the weep screed. SCALE: NOT TO SCALE CEMT. FINISH WINDOW HEAD (2> H2 OCCE 5 )) both duct to roof cap wl standard cfm both fan 5 '1 both duct to roof or wall w/ standard 70 cfm both fan (2) HF, ONE H2.0801' NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS Transfer ducts/grills sized in compIliance with Florida Residential Building Code—M1602.4, balanced return air. EXCEPTIONS 1-3 FLOOR SCALE, 1/4" ARCALCULATIONS tl,41100-5 '21030 3- DWERED FWRY tRASE9 COVERED PATIO/LANAI S-F, .192 S.F. 01.::ak D, -� CZ 7S 5��'- < V 4� Must have a minimum clecrance of 4 inches cround the cir handler per the State Energy code. All duct has an r=6 insulation value.