The URL can be used to link to this page

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. R703.7.1 LATH. LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1-1/2" LONG, 11 GAGE NAILS HAVING A 7/15" 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 A OR ASTMA 996 GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON LINTEL PLAN PAGE. 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7th. EDITION (2020) IS TO BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. MASONRY WALL CONST. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE IN, 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 C27044A. 3. COARSE GROUT SHALL CONFORM TO ASTM C476-10 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR 1OFT, WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED, 8. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. 11, CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. WOOD CONSTRUCTION 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (I.E BLOCKING OR GA13LE 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 MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.OE 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 1/6" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. PRE ENGINEERED WOOD TRUSSES 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER STRUCTURAL PLAN 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS n - RAD LUMBER AND ITS FASTENERS AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. G E UUC 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 26%) TO WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS, 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. 8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. UPLIFT CONNECTORS 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR MORE INFO. CODE CRITERIA FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL FLORIDA FIRE PREVENTION CODE 7TH EDITION (2020) FLORIDA BUILDING CODE ACCESSIBILITY 7TH EDITION (2020) RESIDENTIAL NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318-14) SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301.16) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2018 EDITION WOOD FRAMED CONSTRUCTION MANUAL 2018 EDITION APA PLYWOOD DESIGN SPECIFICATION E30-16 AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE 7-16 ALUMINUM DESIGN 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 @ 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 +/- OAS NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 3OFT ASCE 7-16 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT :9 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 () 29.9 () 37.0 (+} 26.5 (+) 26.5 20 () 28.8 () 34.4 Q O 50 (+) 24.8 (+j 24.8 a � (_) 27.1 () 31.1 I J Q Q YY (+) 23.4 (+) 23.4 100 (-) 25.7 O 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9%0" x 7'-0" 16'-0" x 7'-0" O 51.3 (+) 24.3 (+) 23.3 () 27.5 (-) 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY W/IN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. SEE FLOOR PLAN FOR ACTUAL, PRESSURES SHT NO:I TITLE 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS S-4 DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS Solon A"' FIELD REPAIR NOTES I GENERAL NOTES: I BUILDER NOTICE: I 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS, 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG 45 BAR INTO THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE ) MIXED PER THE MFGR'S INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY DURING BOND BEAM POUR. 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. TO FOOTING). 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4) 1/a"x 21/" TITENS TO MASONRY AND (7)-10d NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 1 112" SDS SCREWS AND (5) 1/4" x 2 1/4" TITENS ONE EACH SIDE OF TRUSS. 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 MISSED, CONTACT THE FOR FOR SUBSTITUTION. 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) 16d x 2-1/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. �C��O CUEF: REEZE Ply\RIB\i\I;�\ 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. It is the intent of Designer/Engineer listed in the titleblock of these N INFO I THE PLAN. 2. WINDOW AND DOORS SUPPLIERS H OPENING WHICH SHALL HAVE PRECEDENCE E OVER U RS SHALL PROVIDE ROUGH OPEN C C C documents that at these documents be accurate providing Licensed , p g 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals clear information, Every attempt has been made to 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error. The Builder and all subcontractors are required to 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE review all the information contained in these documents, prior to 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: undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found t and in these documents. An questions regarding the y q g g KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED T0, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE information found in these plans should be directed to our Quality RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE Assurance Manager immediately. No backcharges will be considered TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER for reimbursement by the Designer/Engineer without advanced PERIL OR CONDITION, AT ANYTIME, EXPRESSLY INCLUDING, BUT NOT LIMITED TO, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER notification and approval by the Designer/Engineer. CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON. Payments will be made in accordance to the terms of the agreement CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. DAMS HOMES Of Northwest Florida ! E •,•, � v �o C) r •: 5 FLU Ot?OFESSti0'�' , �. L!�'Fr�flftlat') t � V0 W Nto It 0 Ln m r it Q m� Im d$1-N q m � GLOM1 to CO co 0,Uj a 'n Y CL Jar 13 x O F odo IN F a 3J z LL Q< Q `0 3 1� 8 J 0 9 V N WWW.FDSENG.COM ❑ ❑ ❑ t9 L2 Z c7 - o Z O �D z N N Q 'J � 19 1.__N: J Z N Ln (9 m -1 w -16 � � m w irT4j = m kJ ~ J C7 U `m N E o! 00 ai MW E. =? o N U � IS y 77 No c m �t � . Q N oba0 .,/ 1�1i QW 7,7�DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCI E IVI Job Information: DC O z �Ln G Ln LLJ Cn�m 7��. L 0 _I LLJ M o IVI Model Name / Number: 2030 ♦ I Plan Issue Date: Thursday, August 5, 2021 ♦ KA PROJECT NUMBER: MODEL 2030 21-3954 Sheet: � Of; COVER SHEET (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET IF STEM WALL OPTION IS TO BE USED. REINF. GRADE SEE PLAN - 00 /w o g I N • •_ 16" `—(2) #5 REBAR FM01 I SINGLE STORY FTG REINF. SEE PLAN _FJF_ e(l)45 REBAR CONT. (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET IF STEM WALL OPTION IS TO BE USED. GENERAL FOUNDATION NOTES (U.N.O.) 1 PROVIDE MIN. 6 MIL APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. Iall I OPTIONAL CURB FOR VARIES F. 2 4" 2500 PSI CONC. SLAB W/ 6X610/10 W W M, OR FIBERMESH MASONRY @ ELEV. 0'-0" ; - - - �— _ _ _ /FIBERM IX ADDED TO THE CONCRETE. IN ACCORDANCE W/ W/ (1) - #5 BAR CONT. • MANUF'S INSTRUCTIONS AND NER-284 FOR FIBERMESH OR NER- 14 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 2 STORY: 20" X 20" BEAM W/ (1) #5 REBAR TYPICAL ABOVE SLAB. HOOKED FTG. REINF. W/ (3) - #5 CONT. DOWELS 17" EMBEDMENT W/ 30" EXT. ABOVE SLAB. SEE PLAN • 4 CONSULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR (2) # 5 REBAR RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 16"L BEARING 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE 1/2" = 1'-0" FM02 SECTION @ GARAGE 1/2" = 1'-0" U.N.O. ON PLAN. 6 CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE * SLOPE MAY VARY 24" MAXIMUM DEPTH. SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONCRETE OR ( ) IN EXTERIOR CONDITIONS). CONTROL JOINTS TO BE 1/8" SAW CUT IF GREATER THAN 24" CONTACT FOR OR A DEPTH OF I/4 OF THE THICKNESS OF THE SLAB AND SPACED MAX. REFERENCE FMASW FOR STEM WALL OPTION 10' APART. FILL CUT W/ APPROVED JOINT MATERIAL OR USE ALTERNATE REINF. APPROVED METHOD. SEE PLAN 7 NO WOOD STAKES PERMITTED IN FOUNDATION. F.F. 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 � I SECTIONS R403.1.4,1THROUGH R403.1.4.2. o 'E N 10 MASON TO COORIDATE WITH BUILDER ANY ELECTRICAL REQUIREMENT (N • • • THROUGH SLAB I. 20" (3) # 5 REBAR 11 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY FM03 I THICKENED EDGE 1 1/2" = 1'-o" FM08 I 2-STORY FTG. (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. 2x BRG. WALL IF GREATER THAN 24" CONTACT FOR OR (SEE FLOOR PLAN FOR? REFERENCE FMASW FOR STEM WALL OPTION MORE INFORMATION) PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE OF GARAGE DOOR. EXTEND 6" BEYOND ND EACH END, TYP. I GAR. FIN. FLR. x * II v 1 L4" � 16" ALIGN DRIVE W/ BOTTOM OF RECESS &PITCH DRIVE N • 2 STORY: 20" X 20" W/ (3) #5 CONT. 2 STORY: 20" X 20" 4" CONC. DRIVE W/ 1/2" EXP 16" W/ (3) #5 CONT. JOINTS 10" O.C. TYP. (2) #5 REBAR FMO9 I SECTION @ GAR. DOOR Fi/; = i'-o" FM10 INTERIOR BRG WALL 2x BAG. WALL 2 STORY: 20" X 20" (SEE FLOOR PLAN W/ (3) - #5 CONT. FOR MORE INFORMATION) " 1 _ 16" 14" I- `— 2-#5 REBAR FM11 I STEP DOWN BRG. SEE PLAN 8.1 12 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION 1/2" = 1'-O" 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. �N -(2) #5 REBAR 1-UV I IINU 0IIjMCLJVLC MARK SIZE DEPTH REINFORCING GRAVITY CAP. [Ibs F1.0 1'-O" X CONT. 2'-01. X 2'-0" 2'-6" X 2'-6" 3'-0" X 3'-0" 3' 6" X 3'-6" 1'-0" 1'-0" 1'-0" 1'-0" 1'•0" 2 #5 E.W. BOT. 3 #5 E.W. BOT. 3 #5 E.W. BOT. 4 #5 E.W. BOT. 4 #5 E.W. BOT. 2000 7200 11000 1560D 21500 F2.5 F3.0 5 F4.0 4'-0" X 4'-0" 4'-6" X 4'-6" 5'-0" X 5'-0" 6'-0" X 6'-0" 1'-0" 1'-4" 1'-4" 1'-4" 5 #5 E.W. BOT. 5 #5 E.W. BOT. 6 #5 E.W. BOT. 7 #5 E.W. BOT. 28000 34500 42500 61500 E4 5 F5.0 F6.0 1/2" =1'-0" 1 FM12 I STEP DOWN NON BRIG. 1 1/2" =1'-0' SEE PLAN OPTIONAL CURB SLOPED GROUT w SEE PLAN OR MASONRY AT TO DRAIN 4"x 4"x 16" o O l.- TYP. SEC. ELEV, 0' 0" WITH CURB m (1) #5 BAR CONT. (G•C. VERIFY) 00 REINF. P#5CONT�. •(SEE PLAN) 0 2 #5 CONT.fNSTALL LINING 2 #5 BENT BARS W/ MATERIALS PERUj MIN. 25" LAP SPLICE FBC-R P2709.2MUDDED FLR.SLOPED TO DRAINMINN. FM1.4 I SECTION @ RECESS SHOWER 1/2" = 1' o" FM18 TYP. STEP FTG. DETAIL 1/2" = 1'-0" ALTERNATE: REINF. THE REINF. BARS SHALL BE GRADE SEE PLAN F CONTINUOUS AROUND CORNER #5 CONT REINF. BY COLD BENDING THE BAR WITH SEE ND. FOR - MIN. BAR LAP OF 25" QUANTITY 00 45 X 25" X 25" o c CORNER BAR ONE N E -� FOR EA. HORIZ. N REBAR, TYP. U.N.O. I (2) #5 REBAR 16" �m A/C CHASE 4" PVC SLEEVE 2 STORY: 20" X 10" THRU FOOTING W/(3) - #5 CONT. FM19 I TYP. CORNER BAR DETAIL 11/2" = 1' o" FM23 TYP. FND PENETRATION STEMWALL SCHEDULE STEMWALL HEIGHT (h) FOOTING DIMENSION NUMBER/SIZE OF BARS LAT. MAXIMUM F.C. SPACING (O.C.) IN STEM WALL d 1 STORY d 2 STORY b 1 STORY b 2 STORY 0'-0"-2'-0" 8" 10" 16" 20" W/ (2) #5 BARS <674# 6'•8" >2'-0"-3'-4" 101, 10" 20" 24" W/ (3) #5 BARS 674# 5'-1" >3'4" - 4'-0" 12" 12" 32" 32" W/ (4) #5 BARS 845# 4'-0" >4' 0" 5' 4" 16 16'. 48" 48' W/ (5) #5 BARS CONT. & #5 @ 18" O.C. TRANSV. 1162# 2'-8" SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL SEE CHART ABV. -MAX. F.C. SPACING (O.C.) W.W.W TO BE TIED TO #5 CONT. REBAR (1) #5 HORIZ. CONT, TIED' EA. VERTICAL REINF. BAR-- #4 TURN BAR rya STEM WALLS GREATER THAN 4'-0° (1) #5 HORIZ. CONT. TIED' EA. VERTICAL REINF. B FINGRADE-8" MIN. TO TOP OF STRIP FTG. COMPACTED CLEAN FILL] IN MAX 12" LIFTS —� i STRIP FrG. W/ QTY OF REINF. PER SCHEDULE (3 SHOWN) N, COVER d FMASW I STEM WALL SCHEDULE LEGEND 0 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 @ EACH FILLED CELL LOCATION. EACH BAR TO VERT. F.C. ABV. FDN. PER PLAN SPACING #4 TURN BARS ARE REQUIRED TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM 3.IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO SEE NOTE #s CONSTRUCTION FOR MORE INFORMATION 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK " FILLING IS TAKING PLACE i 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK @ 16" *16„ C, O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" TALL (TYPICAL ALL CORNERS) 16, , 6. IF STEMWALL IS WITH IN 5'-0" OF POOL OR WATER FEATURE FOUNDATIONS " 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. 8. R403.1.4 MINIMUM DEPTH. EXTERIOR FOOTINGS SHALL BE PLACED NOT LESS SEE NO!E 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 NITS 0 u Q FOUNDATION PLAN SCALE: 1/4" = 1'-0" ALL ELEVATIONS G� 6Afo FL 0• E 55�0 � rfgfdJtfPi,li`�1`� dm�o_ (0 O (N CP L0 c3od3 � Mm ifi �# i� '3 5D N 0) N In JIJ -1 EL LL ti dR�m ■ IG a Q� d Ci W .L.+ a mg 13� _' � wZ O Y ' KCV 0t� 0) ?: LLJ w �g WN�O�� IY -= m m $�Tyi" 3a- g� L N MU IL 19 I- V,�l222' d�8e o z W IY rn o Q = U J V7 A'w WWW.FOSEN G.COM 0 ^ z_ Z N 0 Z d 4 J V P_ Z N m LL � w -a co g 4 w m via Ly ~ J M U �N I: ILLI 0 Ov N I? — '0 aD U 0 -. �; d Nou�A Qm FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: O z �v-4 W O �; M Lo TH m oCN L= O i ■ r ■ • r r J Q1 aJED m o VI Model Name / Number: 2030 Plan Issue Date: Thursday, August 5, 2021 VT KA PROJECT NUMBER: 21-3954 Sheet: 3 Of: FOUNDATION PLAN A-B ti 4 LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 2,038 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 2x6 WALL (FLOOR TO CEILING) 1. 2-8- USE 2 RED HEADS TO ANCHOR WALL [F—M24. 1. JALTER NATIVE PROTECTION BARRIER N.T.S. TO SANITARY SEWER �r VTR 1 1/2" VTR 2" VTR NOTE: ALL PLUMBING N.T.S. RISERS ARE TO BE VERIFIED w/PLUMBING CONTRACTORS EAN OUT HOSE.,_ BIBB COACH LIGHT _ --� " (COACH LIGHT ELECTRICAL PLAN SCALE: L/4" = 1'-0" ALL E-LEVATIONS 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 DETECTOR COMBO UNIT $3 THREE-WAY SWITCH FLOOD LIGHT $4 FOUR-WAY SWITCH SWITCH FLUORESCENT LIGHTING $DM DIMMER -(�- CEILING MOUNTED FIXTURE n Li nTRACK LIGHTING SCOUNCE ( WALL MOUNTED ) FIXTURE o CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT LU 2 I DOOR BELL CHIMES WP WATER PROOF W/ GROUND FAULT v p— DOOR BELL 220 VOLT OUTLET ® SPECIAL SERVICES OUTLET D0 DISPOSAL T.V. CABLE OUTLET LD DISCONNECT SWITCH . TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING J JUNCTION BOX WP WATER PROOF O RECESSED LIGHTING 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 UDISCONNECT 200 AMP 200 = 2/0 COPPER OR 4/0 ALU MN. IN 2" CONDUIT DISCONNECT UNDERGROUND I I '—' SERVICE BY # 14 COPPER TO LIGHTS AND OUTLETS POWER COMPANY TYP ELECTRICAL # 12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE INTERSYSTEM # B 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. Ro WN .� Pf.•�•SE��•.' Q , F U i o. LU z i s FLO .O F E S S i O. ``\�� N y� IIA (p � C C 6 C 3 vqqqq ` ■ ... iit r-4 W LO ti 00 M 00 t— � V .-i �k �# xk F6 Oci 0 U- L . U- c �m�■ ��Nr~z W d Q�LL Lu �coNg = 13 a E 0 7 r�_.m - �9ga ? , W■ m'rn 11S �u O wJ 2 a@ GV My <C a %n c Lag OU O 71 U m'a ✓G '� U $ 12 a WWW.FDSEIIG.COM C9 z o 0 Z N CN Q �. J � LL — In z 04 N U�)y (� m S V — LJL- k41 c luCi� o � ( W uL�a U —N E c Go0 c � Q N O FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦ Job Information: O z �LO LO W O �M 04 Lti r-I cu �j O LM aj U zF-- V 00 LL) °- Q J W m LO o LL M W (n (n IVI Model Name/ Number: 2030 Plan Issue Date: Thursday, August 5, 2021 KA PROJECT NUMBER: 21-3954 Sheet: 4 Of: ELECTRICAL PLAN VENTILATION CALCULATION Formula = SF / 300 / 2 * 144 = net sq inches of venting needed equally for intake and exhaust TOP OF WINDOW —X--- --� FIN. FI,R— - - O ao 2868 48' OFF RIDGE VENT 48" OFF RIDGE VENT 25 SH CONNECTOR SCHEDULE FOR: ADAMS HOMES - 2030 Elev B 3CF TRUSS ID BEARING POINT TRUSS ACTUAL CONN ECTOR ID CONNECTOR UPLIFT FASTENERS NOTES UPLIFT DESIGN RATING (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)10d SIMPSON"SET'6PDXY@MGT 9 lOd x 1-1 2" A02-A10, 801-B03, D01-D02 L/R -1277#or less HETA16/HETA16 1810#/1810# 19)dx 1-1/2" 9 10 d x 1-1 2" (22)10d 111 5/9" ATR w/12" EMBED w/ D03 L/ R - 2813 # or less MGT J MGT 3965# / 3965# (22) 10d SIMPSON "SET' EPDXY @ MGT G02S-G035 L/M/R -530#or less HETA16/PER TRUSS MFR 1810# (9)10dx 1-1/2"© (9) 10d x 1-1/2" A71S L/M/R -1192#or less HFFA16/HTS20/PERTRU5S MFR 1810#/1310# (24)10dx 1-1/2" CI-05, CIA -05A, C1V-CSV, CV2-CV7, E7, E7 11V EV6 H7 H7A H7V ZOl Z02 L/R -484#or less HETA16/PER TRUSS MFR 1810# (9)10dx 1-1/2" G01, P01 CONT. ERG. - 246 # or less NAILS (1) 16d @ 4" O.C. SEE DETAIL GE01/5-4 P02 L/ R - 232 # or less HSDA/ H10A 1040#/ 1040# (18) 10d x 18 IOd x 1-1/2" PB09 CO NT. BRG. - 100 # or less PER TRUSS MFR TRUSS MANUFACTURER: PROBUILD DATE OF LAYOUT: DATE OF TRUSS CUT SHEETS:, 8/4/2021 L = LEFT, R = RIGHT & M = MIDDLE BEARINGS. BEARING LOCATIONS ARE REFERENCED TO TRUSS MANUFACTURER'S TRUSS DRAW] NGS. ALL CONNECTORS ARE SIMP50N PRODUCTS TOP OF BLOCK EE TOP OF WINDOW ------------ 00 FIN. FLR. LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 23 SH 25 SH LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 48" OFF RIDGE VENT 25 SH TOP OF ENTRY TOP OF BLOCK TA O w 2'0" — - FIN.Ba- - - 25 SH LEFT ELEVATION "B" SCALE:3/16"=1'0" 2868 OF BLOCK RN. FLR (2) 25 SH REAR ELEVATION SCALE: 1/4" = V-0" 6" BAND TYPICAL 4/4/4 BAND TOP OF BL O ib - I FIN. FLR. - 35 SH LITE TEXTURED CEMENTITIOUS COATING LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 3068 W/ (1) 1068 S.L. & 1/2 RND. TRANS ABV. Soffit product provides 4.12 net sq in / sf Ridge vent provides 18.00 net sq in / If Off ridge vent provides 138.00 net sq in / sf Overhang distance 1.33 ft S.F. of Area to be vented (SF) 2832 s.f. Total needed for exhaust for upper 1/3 680 net sq inches Total needed for intake (soffit area, lower) 680 net sq inches Number of Off Ridge Vents for upper 1/3 needed 5 L.F. of Ridge Vent needed (can be used in combo with ORV) 38 Lineal Feet of Soffit needed to meet required 124 Lineal Feet of Soffit provided by plan 196 48" Off RIDGE VLN- 18' OF RIDGL V N I 12 ® I I. TOP OF WIND W 00 ifl FIN, FLR _ 25 SH 25 SH 25 SH RIGHT ELEVATION "B" SCALE: 3/16"=1'-U" 16 X 7 OVERHEAD DOOR FRONT ELEVATION "B" SCALE: 1/4" = 1'-0- 8 X 7 OVERHEAD DOOR OVA �W LL O 3 0 WN �cz0 nn '•C-) �V " UA 4< � % i• f S ' b 4- � L g°� N ((00 U cW �� . $ C is F LOCO ti � a w pO4 LL LL. LL d-� •rs aD y / N 00 O IN-5 N� C d m pJ f0 . . �p2—S1 w (n M Q Na Ili a .. W S LL dW f� � �p Y=TCo� r F 3 o. w 3 0 �,12 � ZL-oa 2� O ' C' w��HW lil0Em � 2 J M w nLL Z� M`E En£ate Q Q Q 3 � -2-1 °`3 _ O cU a 1— SA A Z i O , 04 U -j TA ❑ El El- 9 H WWW,FDSENG.COM U Z O ED d rl LO z CN N �._.___.l � m W C pVl ZD ro ~ COCO J V T ri N U �Uj 00 T 00 Sol U rn 0 0✓ LO .Y Q 0 oA `1 ,�'3AMS HOME FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: IV I PORT ST. LUCI E Job Information: 0 w � � m N LO r-1 M 'S 0 A j N u- — o�W� C J V/ V! Model Name / Number: 2030 Plan Issue Date: Thursday, August 5, 2021 KA PROJECT NUMBER: 213954 Sheet: 5 Of; ELEVATIONS - B SEE DET. TB03 FOR WIND < 155/C M G.C. TO PRI BLOCKING' W/ APA REI FOR SPAN I 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" 15 USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP SECTIONS IPEEDS )H (VIDE '0 COMPLY :OMENDATIONS ATING OF DGE DETAIL I - EQ. O o - o O p O ULI J �Y O EQ" - - - "X" DETAIL BRACE _T TB01 SEE CONTINUOUS BRACING 2 X 2 BOTTOM 4 MIN. SEE CHORD DETAIL TB04- - - - - - - - - -. lk - - - - - - iT - O 1-:1 < - - - - CD _71 /7 wzllf cy BOTTOM CHORD GABLE END BRACING @ -� ZOP CHORD 2X4 #2 SYP 4'-0" O.C. MAX. FOR FIRST (4) BAYS BLOCKING @ 16" O.C. MAX NOTE: FOR FIRST (4) BAYS 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 21 "T" RRACINQ MAY RE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. T13057 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) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20,T0 45 DEG. (SO FEET) () VALUE DENOTES SUCTION [4.12]-[12.12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r 10 HIP -37.02 -51.06 -51.06 -51.06 GABLE -37.00 -37.00 -58.99 -58.99 -58.99 -76.03 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-03 (10d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r. ASTM F1667 RSRS-03 (1 Od) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r. ASTM F1667 RSRS-03 (1 Od) NAILS @ 4" O.C. ON EDGE AND 4" 0.0 IN FIELD ROOF SHEATHING: SHINGLE: 1232" EXP. 1 ('20) TILE -La32" EXP. 1 0a20) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 36" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 15327, SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 1 Od (2'Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2X4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NA DROPPED GABLE END, ATTACH 2x4 92 SYP BLOCKING @ 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 SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN >g". ® NAIL AT BASE 2 ROWS @ 4" O,C. w/ 8d COMMON NAIL. © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL. © NAIL OPENING PERIMETER w/ (2) ROWS @ 4- O,C. w/ 8d COMMON NAIL. O NAIL INTERIOR AT 6" O.C. wl 8d COMMON NAIL. EQ STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. wl 8d COMMON NAIL. O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. O (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL MEMBER IF GABLE END, 15 32" OSB - EXPOSUREI SHEATHING PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET 2x RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM 7 TYI (a ® (a 3r 3r SARI F ROOF > 2(1 TO AS DFC; [4:12]-[12:12] NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X2 112". DO NOT OVERDRIVE NAILS! FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN :�" (2)- 2x TOP PLATE BEYOND ////'---- 15132" OSB EXPOSURE 1 SHEATHING -- ---------- ------------------- II II I I II II II I I I I I I I I I F -,@ SOLID 2x BLOCKING I I I I I I I I I III I I w o ALL SHEATHING W Lq III II II III EDGES = III III II II II I III I I I I I I ( Q (SEE SECTION X-X) p III C III II �I II I I 0 Z N ii i ii D ii I II III OPENING I H 11 II 1 II II I I III 111, _-_JL_-- --- --- --- --- I11 1 II I II II w = III C III X I II II FE L_ -II---II---i N III 111 III- X III E II I 1 I III I- 111 - - --"tr-- I I I I IIII I I II I I 1 I I I I I I I 2x STUDS BEYOND, w IIII I I I I I IIII I I 11 I I SEE PLAN (III I I II IIII II II II I IIII i t II IIII 11 II II I O N IIII IIII I I It IIII I II I II II I 1 II i II II II I N IIII IIII I I I II IIII I I II IIII II II II I II II II I IIII -W I I II IIII -LL___Jl-J II II II I LL---y----.11----J.L --- �- "--2x4 P.T. BASE PLATE BEYOND SEE A PLAN VERTICAL HORIZONTAL WALL ELEVATION DIAGRAM - 3/4" Imo_ O O 0 SINGLE NAIL EDGE SPACING 'IS" = NF SPACIN 1/2" DOUBLE NAIL EDGE SPACING J H H = OInO� NWm0 N W 0 O N Er LL LL AT ALL PANEL BLOCKING LOCATIONS MIN 2 X4 #2 SF TURNED VERTICAL W17/16 FLITCH PLATE TO W/ (2) 12( TOENAILS EA. END. NAIL FL PLATE TO VERTICAL WI (4) NAILS 8d NAILS @ 3" O.C. SECTION X-X TB13 I WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES I N.T.S. - z '- V7f10LLJ V-N V -SQUARE CUT FASCIA -ROOF PITCH PER ELEVATION -SHINGLE LOADING _ROOF PLAN -B- SCALE: 1/4" =1'.O" SIMPSON - CONNECTOR SCHEDULE USP - CONNECTOR SCHEDULE MARK TYPE CONNECTOR & FASTENERS SPr- SYP CONNECTOR & FASTENERS SPF SYP OFRAME TO HETA16 wl (9)1 Od x 1 1/2" OR HTA16 wl (10)1 Od x 1 1/2" OR MASONRY HETA20 wi (9)10d x 1 1/2" 1810 HTA20 w/ (10)10d x 1 1/2" 1585 1870 O FRAME TO FRAME H2.5A wl (10)Sd NAILS 535 565 RT7A w/ (10)8d NAILS 515 585 O FRAME TO H 10A wl(18)10d x 1 1/2" 1015 1040 RT1CA wil l7)1Od x 1 1/2" 895 1020 FRAME H10A-2 w/(18)10d x 1 1/2" AT 2 PLY TRUSSES 930 1080 RT16-2 w/(16)l Od x 1 1/2"AT 2 PLY TRUSSES 935 1060 O FRAME TO MTS12 w!(14)10d x 1 1/2" (AT EXTERIOR 860 MTW12w/(14)10d x 1 1/2" (AT EXTERIOR FRAME LOCATION INCLUDE 13) 12d TOENAILS) 090 LOCATION INCLUDE ($) 12d TOENAILS) 1005 1105 OFRAME TO MGT w/(22)1Od NAILS AND 5/8" A.T.R. wl 12" 3330 3965 MUGT1 5 w/(28)10d NAILSAND 5/8" A.T.R. wl 3330 4495 MASONRY EMBEDMENTw/SIMPSON "SET" EPDXY 12" EMBEDMENT wl SIMPSON "SET" EPDXY O FRAME TO HTS20 w/(24)10d x 1 1 P2" (AT EXTERIOR 1125 1310 HTW20 w/(24)10d x 1 1/2" (AT EXTERIOR 1285 1530 FRAME LOCATION INCLUDE (3)12d TOENAILS LOCATION INCLUDE (3)12d TOENAILS Ft FRAME TO (2) HTS20 w/(48)100 x 1 1/2" (AT EXTERIOR 2250 2620 (2) HTW20 w/(48)16d x 1 12" (AT EXTERIOR 2570 3060 FRAME LOCATION INCLUDE (6)12d TOENAILS LOCATION INCLUDE (6)12d TOENAILS (EA) FRAME TO HGT-2 w/ (16)10d NAILSAND (2) 5/8" A.T.R. HUGT2 w/ (16)10d NAILSAND (2) 5/8" A.T.R. O MASONRY w/ 12 EMBEDMENT wl SIMPSON "SET" 10690 w/ 12" EMBEDMENT w/ SIMPSON "SET" 7020 9790 EPDXY (HGT-3 FOR 3-PLY) EPDXY (HUGT3 FOR 3-PLY) OFRAME TO FGTR w/ (18) 1/4" x 3" SOS WOOD SCREWS 4725 RFUS w/ (12) W63 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) 16d SINKERS J 1 FRAME TO & (7) 1/4" x 2-114"TITEN 2 1750 2030 MASONRY SEE NOTE #6 BELOW) J2 FRAME TO MASONRY / (2) LGT2w/ (32)16d SINKERS & (14) 1/4" x 2 1/4" TITEN (2 PLY TRUSS) 3500-M 4060,M (2) LUGT2 w/(32)16d SINKERS 8 (10) tl4' x 3" WEDGE -BOLT (2 PLY TRUSS) 3100-M 3100-M 3240-F 3770-F 3800-F 4520-F I, 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" SDS SCREWS & (8) 3/8" x5" TITEN (2 PLY TRUSS) (2) LUGT3 wl (24) 114"x 21/2" WS25 SCREWS & (4) 3/8" x 5" WB (2 PLY TRUSS) 8�"M �0600 5010.E 6960-F F' FRAME OR (52) 16d SINKERS FOR FRAME (EA) OR (56)16d SINKERS FOR FRAME (EA) O BEAM TO HU410 OPT HUC410 wl (18)16d & (10)10d G#2680 HD410 OPT HD4101F w/ (20) 16d & (10) 10d G#3080' BEAM NAILS U41895 NAILS U91950 OBEAM TO HU410 OPT HUC410 W/ (18) TITEN G#4500 HD410 OPT HD4101F w/ (20) 1/4"x 3" 0#3355', MASONRY 114" x2 3/4" & (10) 1Od NAILS U41800 WEDGE -BOLT 8 (10)1Od NAILS U#850 99MASONRY/ BEAM TO HU46 OPT HUG46 wi (6)10d NAILS & (12)1/4"x 2 3/4" TITEN (TO MAS.) G#1540 U#980 G#3000 U11135 HD46 OPT HU46 w/ (6) 1 Od NAILS & 1/4"x 2 3/4" TAPCONS MAS.) G#1625 G#2015 FRAME OR (12)16d & (6)1 Od (FOR FRAME) SYP-F SYP-M (12) (TO OR (12)16d & (6)10d (FOR FRAME) U#1030 SYP-F U9850 SYP-M TO (2) HETA16 OPT (2) HETA20 1920 1920 (2) HTA16 OPT (2) HTA20 1870 OFRAME MASONRY 1-PLY w/(10)l 2365 2365 1-PLY w/(10) 1 Od/(1 1 OR 2430 (1x11/2"OR 2-PLY w/ {12) 16d 2-PLY w/ (12))18d HTSM16 w/ (8)10d NAILS AND (4) 1/4"x2 114" 955 1110 HTWM 16 w/ (8)1Od NAILSAND (4)114"xl 314" 1145 1225 FRAME TO TAPCONS WEDGE -BOLT N MASONRY OR OR !! HTSM20 w/ (10)1Od NAIILLS AND (4) 114"x2 1/4" 955 1110 HTWM20 wl (10)10d NAILS AND (4) 1/4-xl 3/4" TAPCONS WEDGE -BOLT 1145 1225 OFRAME P TO H1 OS w/ (8) 8d A 1/2" NAILS AND (2) 318" x4" 780 910 MASONRY TITAN HD FRAME TO DTT2Z w/ (8)1 /4" xl 112" SDS WOOD DTB-TZ w/ (8) 1/4" xl 1/2" WS15 WOOD O MASONRY SCREWS AND (1) 12"0 A.T.R. EPDXIED w/ 1835 2145 SCREWS AND 11) 1/2"0 A.T.R. EPDXIED wl 1510 1835 SIMPSON "SET" (SEE NOTE 114) SIMPSON -SET" (SEE NOTE #4) FRAME TO HTT5 w1(26)16d x2112" NAILS AND (1) 5/8" 0 HTT45 w/ (26)16d x2 1/2" NAILS AND (1) OMASONRY A.T.R. EPDXIED wl SIMPSON "SET" 4375 5000 5/8" 0 A.T.R. EPDXIED wl SIMPSON "SET" - 5005 ' (SEE NOTE #4 BELOW) (SEE NOTE 1A BELOW) FRAME TO HTT4 wl (18)16d x2 1/2" NAILS AND (1) 5/8" 0 HTT45 w/ (18) 16d x2 1/2" NAILS AND (1) OMASONRY A.T.R. EPDXIED w/SIMPSON "SET" 3640 4235 518" 0 A.T.R. EPDXIED w/ SIMPSON "SET" - 4160 (SEE NOTE 114 BELOW) (SEE NOTE #4 BELOW) 0 FRAME TO H108 w/ (24)10d x1 112" NAILS 785 910 LUGT1 w/ (23) 8d x1 1/2" NAILS 875 1045 FRAME OFRAME TO HM9KT wi (4) 1/4"M 1/2" SDS WOOD 764 780 RT16M wl (9) 1 Od x 1 1/2" NAILS & 1395 1395 ' MASONRY SCREWS & (5)1i4'k21/4" TAPCONS (4) 114" x 1 3/4" TAPCONS FRAME TO VGTw/ (16) 1/4"x3" SDS WOOD SCREWS & O MASONRY (1) 516"Z A.T,R, EPDXIED w/ SIMPSON "SET" 3565 4940 wi 12" MIN. EMBEDMENT FRAME TO (2) VGT w/ (32) 114"x3" SDS WOOD SCREWS O MASONRY & (2) 5/8"8 A.T.R. EPDXIED w/ SIMPSON 5170 7185 "SET" w/ 12" MIN, EMBEDMENT O FRAME TO VGT wl (16) 1/4"x3" SDS WOOD SCREWS & HDU4-SDS2.5 w/ (10)1/4"x21/2" SDS WOOD 3285 4565 MUGT15 wl (22)1 Od NAILS 8 HTT45 w/ (18) 4160 FRAME SCREWS & (1) 5/8"0 A.T.R. 1Od NAILS & (1) 5/8"0 A.T.R. FRAME TO (2) HTT5 w/ (52) 16d"x21/2" NAILS 8 (2) HT745 w/ (52) 16d'x21/2" NAILS O FRAME (1) 5/8" 0 A.T.R. (SEE NOTE #4) 4375 5090 & (1) 5/8" 0 A.T.R. (SEE NOTE #4) 5005 OFNFRAI rONNFCTCIR NOTFL 1. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALLS / BEAMS w/(2) 12d TOENAILS. 2. ALLTRUSS 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 #12"x4" TO TRUSS VERTICAL WEB w/ (2) ROWS OF 10d NAILS 0 3" O.C. STAGGERED. 5, 12" MIN. A.T.R. EMBEDMENT @ CMU BOND BEAM U.N.O. 6. SCAB TRUSS CHORD W/4%0" 2x SYP #2 (MATCH CHORD LUMBER SIZE) w/ (2) ROWS 1 Od @ 4" FROM END & 4" O.C. STAGGERED', CENTER AT CONNECTOR LOCATION AS MUCH AS POSSIBLE. OA MINIMAL CONNECTOR UNO ON FRAMING PLAN 1. CONNECTION FOR ALL ROOF I 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 FB12133.1 FOR MORE INFORMATION 3. CONNECTION FOR ALL HIP JACK (CORNER JACK) TO MASONRY WALLS/ICF WALLS/LINTELS 4. CONNECTION FOR ALL CONTINUOUS RIM BOARD TO TOP OF MASONRY AT 32" O.0 MAX. wl (2) AT EACH CORNER. G.C. TO VERIFY LOCATION DOES NOT CONFLICTwITJI (IF APPLICABLE) LAYOUT 5. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALL/BEAMS w/ (2)12d TONAILS OMINIMAL CONNECTOR LINO ON FRAMING PLAN 1. CONNECTION FOR JACK TRUSS TO WOOD WALL OR BEAM OMINIMAL CONNECTOR LINO ON FRAMING PLAN 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 [RSH] SCHEDULE THIS SHT. FOR SHT'G & FASTENERS ON PRE- ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. 0 CONVENTIONAL FRAME ROOF.(SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPEAND OTHER INFORMATION. 2. THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2x4 #2 SYP WITH (3) 10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH 8d NAILS AT 4" ON CENTER AT ALL EDGES AND THEN S" 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" ROOF H. TYP. l 0 J f-METAL DRIP EDGE + C.M.U. OR ICE WALL �� 2 x SUB -FASCIA o SEE TYP. WALL ALUM FASCIA rq SECTIO N 2x4 P.T. FASTEN TO C.M.U. W/ 11/2" LONG T-NAILS @ 2'-0" O.C. SECURE J-CHANNEL C@ 12" O.C. OUS VINYL OG.C. SHALL VERIFY SOFFIT MATERIAL CAPACITY TO RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING WIND PRESSURE TYPICAL SOFFIT SUPPORT DETAIL 3/4" = 1'-0" m c a m ID Iq O N CD 10 00 gLL,((�DD � n M Tam rn U g b 0 C4 OD LLLL. LL LPL J? v N 1: m co z W-3Nnr W ui`�m�v �m�Dy 9=` m(n�oo ova QGCLL'� UJ D- a . IIJ «SNC 13 (n Uj Spdp"�i,l' 'Mm Zsc4a O O R 0oy�y �L*G mC N mr'_HO� gt3 N w 2m 1- > O W m mm$`�,� ` IL W00 IJ- 3 E � 19 0 (A p m=um� 2 w v = £ 3'm WWW.FDSENG.COM 0 z - o 0 z o N Q J a Cj U) Z LO 1` tf) V1 N m co LL W� LaJ r � � 0 L1J ca � u Ou LL. H J M U C4 E o R I['1 _ �00 06 U (D -LO . ., .... Q N OtoD W A7D___A_MS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCI E kVJob Information: 0 z C LO � w O ��m CA T LO - O � N B z ....m LO -- O _3 W M, LL_IM(1)to ♦ Model Name / Number: ♦ I Plan Issue Date: Thursday, August 5, 2021 ♦ KA PROJECT NUMBER: 21-3954 Sheet: 6 Of: ace] = F.11 0 1 LINTEL CHART w/ GRAVITY & UPLIFT LOADS FOR: ADAMS HOMES MODEL 2030 B 3CF STANDARD LINTELS LINTEL MARK LENGTH SAFE GRAVITY LOAD (# PLF) APPLIED GRAVITY LOAD (# PLF) SAFE UPLIFT LOAD (# PLF) APPLIED UPLIFT LOAD (# PLF) BEAM COMPOSITE 1 17'-411 950 125 405 75 8F16 - 1B / 1T MIN. 2 15'-011 1250 168 486 102 8F16 - 1B / 1T 3 81-411 1843 424 1136 453 8F16 - 1B / 1T 4 7'-81' 1843 100 1136 50 8F16 - 1B / 1T 5 5'-1011 4360 168 2080 97 8F16 - 1B / 1T 6 5'-611 1167 100 675 50 8RF6 -1B / 1T 7 5'-611 4360 100 2080 50 8F16 - 1B / 1T g 4'-611 6113 888 2707 512 8F16 - 1B / 1T g 4'-411 5206 100 2272 50 8RF14 - 1B / 1T 10 91-411 1843 812 1136 639 8F16 - 113 / 1T MI N. TYP. TIE BEAM W/3000 P.S.I. CONC. W/1 #5 REBAR CONT. SIMPSON SP4 W/(6) -10d X 1 1/2 //--SP6 OR SPS FOR 2x6 AND 2x8 WALLS .-=ram lE7 DOUBLE 2x TOP PLATE STANDARD HOOKS SEE MS05 FOR MORE INFO TYP. FILLED CELL W/3000 P.S.I. CONC, W/1 #5 REBAR VERT. INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL C.M.U. 2"x 42 SYP/SPF P.T. W/ (3) 1/2" X 8' "J' BOLTS OR (3) 1/2" X 6" EXPANSION ANCHORS OR (6) 3" X 1/4" TAPCONS OR (8) 2 7/8" HILTI Till NAI LS 2x BASE PLATE SEE PLAN FOR MORE INFO r r�nwr� �r..iv/ r..n.u/ yr ��r-��.� MS03 ..eni.amv n�wiamnrrnnr n�rnrl N.T.S. 20" MIN. LAP #5 REINF. A, BAR #3 OR #4 REINFORCING BAR #3 A, #4 AP SPLICE 25" MIN. LAP 0 #5 STD. HOOK #5 REINFORCING BAR ;'�;5. L5 AP�`'PjJCyLjjSEI . SCALE:1"=1' O" �6" MIN. LAP��iMIN. LAP. #6 REINFORCING BAR * GRADE 40 U.N,O. #6 LAP SPLICE I MSO5 I REBAR SPLICE DETAIL - GRADE 40 1 N.T.S. I ATTACHMENT REQUIRE ENTS SIZE TAPCONS SPACING At ROWS 2 x 4 1/4" X 23/4" 12" O.C. 1 2 x 6 1/4" X 23/4" 12" O.C. 2 2 x 8 1/4" X 23/4" 12" O,C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. 'PRECAST ' LINTEL w' d (2) 2X P.T. i BUCKS W/ ; 1/2" O.S.B. BETWEEN ; r FASTEN PT 2X NAILER TO r MASONRY r r r r r IF DOUBLE 2X NAILER IS USED, USE 114"X 4 1/2" TAPGONS. SEE OTHER NOTE FOR SPACING REQUIRED MS11 I 2x BUCK DETAIL 7N.T.S. LINTEL BEAM: ► 1 COURSE LINTEL BLOCK W/ 1 # 5 NON-SHEARWALL SEGMENT BAR & 3000 PSI GROUT, MIN. 25" LAP (ACI 530) TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. FILLED CELL: FILL BLK. CELLS WITH 3000 P.S.I. GROUT ONE #5 @ LOCATIONS SHOWN ON THE FOUNDATION CONC. SLAB SEE PLAN AND FLOOR PLAN. FOUNDATION PLAN MIN, LAP 25" (ACI 530) FOR MORE INFO TOP OF SLAB II'x MS02 TYPICAL SHEAR WALL SECTION N.T.S. FORM & GROUT SOLID BAR CONT. RM85 12" LINTEL DETAIL 3/4" = V-O" 9�� C GENERAL NOTES 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THROUGH OUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA, END ALL RECESSED LINTELS TO HAVE MIN. 8" BEARING EA. END 4. * LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER, IF A SMALLER LINTEL IS INSTALLED CONTACT FOR FOR APPROVAL. 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 2 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A (}[, GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS, GENERAL CONCRETE LINTEL APPROVED LINTELS: CASTE-CRETE, QUALITY PRECAST, LOTTS, PRO-CRETE F= FILLED WITH 415 RE13AR AT TOP GROUT / U - UNFILLED MIN. (1) REQ'D R - RECESSED QTY. OF #5 =___�CLEAR REBAR 0 BOTTOM 0 OF LINTEL CAVITY i sTOP KNOCK OCT e CI BLOCK OURS 8F16-1B/1T k L y GROUT WIDTH [QUANTITY OF #5 REBAR AT WIDTH 85 REBAR AT BOTTOM OF NOMINAL TOP V2 LINTEL CAVITY 1-IEIGHT BOTTOM REINFORCING 75/8"ACTUAL PROVIDED IN LINTEL (VARIES) B" NOMINAL WIDTH TYPE DFSI NATION GFNFRAI CQNCR4�4W,;W� MATFRIAI S (;FNFRAI INSTAL I ATIf1N N(TTFS 1. f'c precast lintels = 3500 psi. Provice full mortar head and bed joints. 2. f'e pres.tossed lintels = 0000 psi. 2. Shore fillec Nntels as required. 3. grouted per ASTM C476 I'll = 3000 psi w/ 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. maximum 3/8" aggregate and 8" to 11" slump. 4. U-Lintels are manufactured with 5-1/2" lorg notches at the ends to accommodate 5. Concre-e masonry units (CMU) per ASTM C90 w/ vertical call reinforcing and grouting. minimum net area compressive strength = 2000 psi. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 1T-4" and 6. Rebar per ASTM A615 Grade 60. 'onger with a nominal height of 8" meet or exceed L/180. Prestressing strand per ASTM A41-6 grade 6. Bottom field added rebar to be located at the bottom of the lintel cavhy. 7. 270 pow relaxation. 7. 7/32" d'amater wire stirrups are welded to ;he bottom steel for mechanical anchorage. 7/32 wire per ASTM A510. B. Cast -in -place concrete may be proviced it composite lintel in lieu of concrete S. Mortar per ASTM C770 type M or S. masonry units. 9. Safe load ratings based on rational design analysis per ACI 31.8 and ACI 530 10. Florida product Approval No. 158.1 11. The exterior surface of lintels irstalled in exterior concrete maeoary walls shall have a coadrg of stucco applied In accorcence with ASTM C 926 or other approved coating. 12. Lintels loaded simultaneously with vertical (gravity and uplift) and horizontal (lateral) loses sheud be checked for comhine loading with the following equation: Applied vertical load + Applied horizontal load 1.0 Safe vertical load Safe horizontal toad - O O 0 O O O O 0 O O O O O 8RF6-0B/1T 81 © Wo 0 O O 1 O O 8RF1418/1T 8F16.1B/1T 0 © O O O 8F20-18/1T O O 8RF22-1B/1T SF241B/1T ( O 0 811`28 1B/1T jo O O 8F32 1B/1T INTEL PLAN ®GALE: 1/4" =1'-O" ALL ELEVATIONS HURRICANE ANCHORS it (TYP.) ► ' PRECAST "U" LINTEL W/ 3000PSI CONC. GROUT SHALL BE FLUSH AT OPENINGS SEE GENERAL CONCRETE WITH TOP OF WALL LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT FI la 10" STD.90 HOOK )� II HOOK Z 0. a a On STD. 90 DEGIREE REBAR ON BOTH SIDES ANGLE 3000OF OPENING U.N.O.00, CONC. W/1 REBAR PROVIDE KNOCK -OUT BLOCK FOR FIRST COMPLETE CMU COURSE BELOW SILL & FILL SOLID W/ (1) #S BAR FOR ALL WINDOW OPENINGS 6'.6"AND LARGE CMU U.N.O. SEE FOUNDATION PLAN SEE FOUNDATION FOR LOCATIONS MS01 I BLOCK WALL REINFORCEMENT FNTS. TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL W/3000 P.S.I. CONC, W/1 #5 DIA. REBAR INDICATES FILLED CELL FROM FTG. TO BEAM WITH 1 #5 BAR MIN. ae° N ((DD Lid w c a 0 III r4 00 Il W tom- CO to W I- 0 3 02 I5 Q m *k *k �k o U16, 1222 Um /� r)`OZ 0/� W -3 W UJ d 'z CL W 5 '" C � y 0 - (�' 3�N e) 3 I' c y'0 cc m-'Na, W�. W� �m .-.. LE 0 J 07 RI W�I 0 LCV MQ IL U co I- Q d I- U 2s 1d%- a 6 Q m � �16Z Is 0 % .� e '.... '........ ,: W 0 _j fU o H° - 12 WWW.FDSENG.COM ❑ ❑ ❑ 0 Z 0 -0 2 a) Z N z _- 4 - , i J � C14 i V) t LL W � d Ct3 Y W 0 � vale Lx' �m (� F- J m V =CA E W O U . 3E O N �s r ¢ o toD et Lf? [TOAMS HOME FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCI E Job Information: O C LO LO Wc}A m LO rl > U L) Lo O _3 W In Li _-J m W C/� IVI Model Name / Number: 2030 TYP. DOWEL 25" V Plan Issue Date: MIN. LAP (ACI 530) Thursday, August 5, 2021 KA PROJECT NUMBER: 21-3954 Sheet: SIMI Of: LINTEL PLAN 0 2x6 #2 SYP P.T. W/ (2) Y2"x5" kb. 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" D IA. x 8" 1/2" X 8" A.B. W/2" 0 0 "? BOLTS WASHERS SET IN FILLED CELL W/ #5 TYP. FILLED CELL VERTICAL MIN. 5 PER JAMB. SECTIONAL O OVERHEAD DOOR W, CONT. P.T. #2 " 6 X WOODSYP 2" 0 V� TRIM 2 x6" P.T. WOOD JAMB 7; C) 0 DOOR AND CONNECTION PER GARAGE DOOR MANUFACTURER GARAGE SLAB of TYP, GARAGE DOOR TRACK MOUNTING DETAIL MO 00 MS1.2 OVERHEAD GARAGE DOOR ATTACHMENT V, Lo 't 0 N (0 LO 1-1 co I w (0 1- 00 Lo cO r 0 Q.'. no- E � c. W 1i 1 0 '10 w 1-1 & 5 Q 'Fg BLOWN -IN R-30 INSULATION PER FBC 0_0 CL LU ='� F, t AND ENERGY FORM SUBMITTED WITH 2 ' F ME 0 PERMIT APPLICATION PROVIDE BAFFLES -0 BLOWN -IN R-30 INSULATION PER FBC AND ENERGY FORM SUBMITTED 12 AT EAVES (FOR VENTED ATTICS) FIBERGLASS SHINGLES OR 0 W -4 c] 12 WITH PERMIT APPLICATION SEE PLAN TILE ROOF (PER ELEVATION) -ci 2L a r= q PROVIDE BAFFLES AT EAVES OVER APPROVED UNDERLAYMENT .,u 0 Lp -8 0 2 :D 0 2 SEE PLAN (FOR VENTED ATTICS) PER FI3CR 905, 1. Id OVER APA .a .'s 4) Z All FIBERGLASS SHINGLES OR TILE ROOF (PER ELEVATION) PRE ENGINEERED WOOD TRUSSES @ 24" O.C. ROOF SHEATHING - SEE SCHEDULE- [RSHI - ON FRAMING SHT. FOR '6 MM.FNENGWIM 0 El D OVER APPOVED UNDERLAYMENT SHTG & FASTENERS. LO 0 Awpwft PER FBCR 905.1.1.1 OVER APA a I z 02 ROOF SHEATHING - SEE SCHEDULE- TRUSS ANCHOR (SEE PLAN) 0 0 0 ' PRE-ENG. WOOD TRUSSES @ 24" O.C. [RSHI - ON FRAMING SHT. FOR SHTG & FASTENERS. SEE PLAN FOR BRG. HT. CN z 0) 5/8" OR 112" DRYWALL—"' HIGH STRENGTH CLG BOARD W TRUSS ANCHOR (SEE PLAN) TO BE INSTALLED ON OUTSIDE FELT PAPER OR ETAL DRIP EDGE FACE TRUSS PLATE 3/4- P.T. NAILER SOFFIT. SEE ARCH. ag - Q) U_ PLANS W�rr LU a 5/8" OR 1/2" DRYWALL- --*-METAL DRIP EDGE 1/2" DRYWALL HIGH STRENGTH CLG BOARD CURTAIN NAILER ell ?l ri 8 x 8 x 16 K.O. LINTEL BLOCK U —.2 2X SUBFASCIA W/ #5 DIA. REBAR V) 1 x 4 P.T. @ WINDOWS O.H. (1) CONNECT ALL 2X STU TO TOP PLATE WITH (4) SOFFIT. SEE ARCH. 1 x 8 P.T.@ S,G.D, 14 SEE ELEV. 3000 PSI CONCRETE Ul 9 16d TOENAILS PLANS PRECAST "U" LINTEL L4 IA c) =19C'4 E 0 1/2" DRYWALL o SEE PLAN FOR HEADER SIZE SEE SCHEDULE LA v '0 00 00 o v p ayi U q 00 La im_ R < OPTION' 15/32" OSB EXPOSURE 1 ON MAXIMUM OF (3) - 2X PLATES MAY BE O.H. EXT, WALL W/ ALL EDGES BLOCKED. DAMS Ht'IMES ADDED BELOW THE HEADER W/ EACH SEE ELEV. SEE TB13 FOR NAIL ATTACHMENT. PLY ATTACHED W1 (2) ROWS OF 16d (OPTION) STAPLE: 16 GA. 13/4" " NAILS AT 8O.C. STAPLE @ 2" O.0 EDGES AND FIELD. NOTE: 44" MAX. SILL HGT. ON ALL BEDROOM WINDOWS. —FILL A CELL -(l) #5 DIA. REBAR W/ 3000 PSI FLORIDA CONTRACTORS LICENSE NO. CRC1330146 CONC. ALL LOCATIONS 3000 GULFOREEZE PARKWAY VINYL FRAMED WINDOW W/ SCREEN SHOWN ON FOUNDATION & FLOOR PLANS GULFBREEZE, FLORIDA 32563 (G.C. TO VERIFY W1 FLOOR PLAN DIVISION LOCATION: LOCATION OF OPENINGS IN EXTERIOR WOOD WALLS. IF NO PORT T. LUCIE OPENINGS ARE INDICATED, FULL STUDS ARE REQUIRED). V Job Information: NOTE; 44" MAX. SILL HGT. ON ALL BEDROOM WINDOWS. VINYL FRAMED WINDOW WINDOW STOOL ell A W/ SCREEN _CEMENTITIOUS DECORATIVE PER SPECS A PRECAST CONC SILL NO FINISH 7/8" THICK PER ASTM C-926-98A PAPER BACKED FOIL R-4.1 0 2X STUDS (SEE FLOOR PLAN FOR INSULATION AT CMU BLOCK WALL PER FBC AND ENERGY FORM 1/2" DRYWALL No MORE INFORMATION), SEE T813 ON SHEET 6 SUBMITTED WITH PERMIT EXTERIOR FINISH - (SEE ELEVATIONS) FOR NAILING INFORMATION FOR APPLICATION LO P-13 INSULATION AT EXTERIOR WOOD FRAME WALL PER FBC WALL SHEATHING. P.T. 2X #2 SYP. BASE PLATE 1 x 2 P.T FURRING 1 x 4 P.T. FTG. DOWEL #5 DIA. REBAR 17" IN CONCRETE - 25" Uj 0 'j 0) ENERGY FORM SUBMITTED BASE NAILER EXTEND (ACI 530) ABOVE cn AND WITH PERMIT APPLICATION w/ 1/2 x 8 A.B. (OP 112" x 8" TITEN SLAB. ALL LOCATIONS SHOWN > c\j to 0 HD) W/2" WASHER AT 32" O,C. WOOD BASE ON FOUNDATION PLAN V-4 LO WOOD BASE MIN. 6" FROM END - SEE W507 FOR TERMITE SHIELD z 0 SEE FOUNDATION PLAN SEE FOUNDATION PLAN FOR s r- FOR SLAB INFORMATION TOP OF SLAB SLAB INFORMATION TOP OF SLAB 0 _j LU Z) (y) 0 L0 LL M w (1) VI Model Name/ Number: 00 GRADE GRADE 2030 CLEAN & � SEE PLAN FOR v Plan Issue Date: COMPACTED 'H d RE -BAR QUANTITIES FILL• ca if we- Thursday, August 5, 2021 SEE FOUNDATION PLV4 SEE PLAN SEE FOUNDATION V KA PROJECT NUMBER: 16" FOR FOG REQUIREMENFS PLAN 21-3954 Sheet: S2 = Of: WS02 I TYPICAL WALL SECTION EXTERIOR FRAME 3/4" WS01 I TYPICAL WALL SECTION 81, CMU 73/4' TYPICAL FRAMING DETAILS I I kVL q t � i �; .•.� . off. :.� W g a �0 _x t a 0 �`• ., �Nlo PROVIDE 2x4 ON TO �arf�441t� N OF 2x8 TO BLOCK OUT 2 ROWS 12d @ t0 TOP PLATE ATTACH w/ 3" O.C. OUBLE 2x4 (2)12d NAILS O.C. TOP PLATE (SOLID BLOCK w/ 2x6) 2x4 STUD 48ryM2N F- PER PLAN 2x4 BEYOND AGAINST 2x8 STUDS OP SPLICE NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OUBLE 2x8 TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. TOP PLATE SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN TOP PLATE W/ 8d 2 1/2" x 0.131 NAILS (SIM, w/ 2x6 CNOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) 2x4 w/ 2 ROWS OF (v o � N co Ln STRUCTURAL SHEATHING . W e LO w TOP PLATE TRANSITION 12d NAILS @ 3 O.C. _ a� 00 ti ealoft U, M� 4k PIPE OR DUCT w/ OUBLE 12d E = 0 8 rn w ��c rn N d y I� a�inODZ W PENETRATION THRU TOP SPLICE ,;=m�;, ��moE Wa w VARIES W TOP PLATE w/ MORE H 'q LL .R w cn ROOF SLOPE THAN 50% OF TOP ROWS 12d Y � i r g' ILI if 3 o xw PLATE WIDTH INSTALL _ t a 0 SIMPSON PSPN516Z @ 3 O C w d cci,w'!e M o 9 o w �b C M N O> to Q WOOD WALL OR W/ (12) 16d NAILS TYP. W � � � a tU TRUSS. SEE PLAN 2X4 CONT. w/ (3) 12d N. d Q a¢ COMMON NAILS EACH TOP & BOTT. o a = IL N N - STUD TYP. T&B NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS BOTTOM SPLICE ' 12 o" Q = v S d, TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. OVER STUD L G v7 SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO WW%.FDSENG.COM ❑ ❑ ❑ TOP PLATE W 8d 2 1/2" x 0.131 NAILS * NOT REQ'D. WHEN QT SYSTEM IS APPLIED TRUSS OR ROOF SYSTEM NOTE: z N o PLATE LENGTHS MUST BE ATI ri *% Z Q LEAST 8'-0" LONG. TYPICAL <t I LD02 SHEAR TRANSFER EXTERIOR WALL N.T.S. WF17 TOP PLATE SPLICE DETAIL 3/4" 1'0" a LO `\I - V)(DM V W o ;,C • Al - co VV'G ry M M 0 Ulu lzU ENE EXT. OUT BEAM TO SUPPORT J5 0000 co 6 TRUSSES IF SPECIFIED ON PLAN = o N -----------------, SIMPSONHUC410----------- _-----, BUCKET SEE ROOF - - c s = Q * CRIPPLES MAY/MAY NOT BE PRESENT . PLAN FOR MORE INFO ; ; Q N 6 a Qm VERIFY HEADER ELEVATION ; SEE ROOF PLAN FOR BEAM SIZE D,&MJIQ " n M rIQ u (2) 2 x 4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x 6 LAMINATIONS W/ (2) ROW OF STAGGERED 10d ROWS OF STAGGERED 16d ROWS OF STAGGERED 16d COMMON WIRE NAILS COMMON WIRE NAILS COMMON WIRE NAILS (D = 0.148", L= 3") OR EQUAL (ONE INTO EACH OUTSIDE FACE) (ONE INTO EACH OUTSIDE FACE) (D = 0.162", L= 3-1/2") OR EQUAL (D = 0.162". L= 3.1/2") OR EQUAL HEADER SUPPORT NO, OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL JACKS KINGS JACKS ICINGS SIZE EA END EA END EA END EA END LESS THAN 4' (1) (2) (1) (2) >4' BUT <9' (2) (3) (2) (2) 10'-0" - 16' 3 4 3 4 HEADER ANCHOR , NAILED TO TOP PLATES, ; & CONNECTION INFO i 12 HEADER & JACK oe SEE ELEV. FLORIDA CONTRACTORS LICENSE NO. CRC1330146 NO. & SIZE OF - - - - ; ` - - - - - ; (TYP) PRE-ENGINEERED WOOD TRUSSES @ 24" O/C HEADER SIZE SEE FLOOR PLAN 3000 GULFBREEZE PARKWAY & GRADE RAFTER TIES FOR COLUMN SIZE & UPLIFT CONNECTOR (SEE SCHEDULE} GULFBREEZE, FLORIDA 32563 EACH END - - - - - - - - - - - 44-�1/2" BASE CONNECTION INFOSEE PLAN FOR (2) LSTA 30 0PTION 0PTION BDOUBLE 2"x4" TOP PLATEBEAM SIZE OSB FLITCH PLATE DIVISION LOCATION: 1)�AD SiNAILS ARE ORNEN FROM 3) FOR 4-PLY. PROVIDE 1/4"DIA, x 5 1/2" LAG SEE FLOOR PLAN FOR REQ'D ONLY WHEN INDICATED ON BEAM SCHEDULE/PLAN "x4" PORT ST. LU C I E Job Information: OPPOSITE SIDES OF THE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) 2) ALL NALS PENETRATE AT LEAST 3/4" OF 4) REFER TO NDS SECTION 15.3 FOR 2X CRIPPLES @ 16" O.C. SEE SCHEDULE COLUMN SIZE & BASE CONNECTION INFO STUDS @ 16" O/C THE THICKNESS OF THE LAST LAMINATION, ADDITIONAL INFO. W/ SIMPSON SP2 TYP. ; TOP AND BOTTOM 2 ROWS 12d NAILS SECTION A -A CRICKET AS REQUIRED WF37 TYPICAL COLUMNS DETAILS N.T.S. STAGGERED @ 12" C/C EACH SCALE: 1 1/2" = 1'-0" _ > * WHEN STUD LENGTH FACE OR 3-ROWS ry IS LESS THAN 12" USE 12d NAILS STAGGERED LSTA30 STRAPS AT EACH s @ 12" O/C FOR Z x 10 STUD WRAPPED OVER OR GREATER HEADER A A SIMPSON SP2 @ EA. STUD O '• FOR OVERHANGS GREATER THAN • • - • FILL 1ST. 4 COURSES TOP PLATE & NAILED APA RATED STRUCTURAL SHEATHING MIN 7/16" FASTENED TO TRUSSES W/ TO HEADER EACH SIDE 11/2" CONTACT FOR FOR �;%. SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS • REINFORCEMENT REQUIRED) FILL ALL HOLES IN DOUBLE 2 x #2 SEE PLAN FOR TOP OF BEAM 8d COMMON WIRE NAILS @ 4" O.C. BOUNDARIES 6" O/C EDGES & 8" •.•• STRAP S.Y.P. HEADER W/ c rI LO 1/2" FLITCH PLATE SEE ROOF PLAN O.C. FIELD p 11 :•.; 10d NAILS @ HEADER. (U.N.O.) FOR BEAM SIZE & INSULATION AT EXTERIOR W L- m ', ',•. „ 8 O/C TYP. CONNECTION INFO. WOOD FRAME WALL PER FBC > }? AND ENERGY FORM SUBMITTED 04 t° • .:. FILLING AND BLOCKING AS WITH PERMIT APPLICATION .. .,;,. DOUBLE 2 x 4 REQUIRED FASTENED TO HEADER W/(2) ROWS (WHEN EXTERIOR WALL IS = _ _ - -_ U a ,�•• CRIPPLE STUD SEE FLOOR PLAN FOR EXPOSED TO INTERIOR SPACE) - Li o TYPICAL (U.N.O.) OF 12d @ 16" O/C UNLESS COLUMN SIZE & BASE O _I m NOTED OTHERWISE CONNECTION INFO SIMPSON SP1 @ EA. STUD J M ' ^ r LO L� W vJ v! • Model Name / Number: . F.F. 'x P.T. PLATE MAIN SPAN ROOF TRUSS OVERHANG ;. �-'.�:,�'.,:.�.,: ,�'.�:,�';:.�.,:. 2 x 4 STUDS TYP. 1/2" X 8" "J" BOLT SIMP50N HT74 W/ (18) @ 24" O/C MAX UPLIFT CONNECTOR 2030 ••. ;,. ' ', ', : ' ', ; : ' •�' •�� 16d NAILS & A 5/8" EXPANSION ANCHOR B" x 8" x 16" K.O. (SEESCHEDULE) Plan Issue Date: •..' W/ 6" EMBEDMENT U.N.O. °• BLOCK W/ 1 #5 CONT. `•, .: • ; • ;', •: • . • •., ,• . •. .• .• .�. 0 A OR 8 1/2" AT GARAGE FNlNG ° • Thursda August 5 2021 y, Au g r � �, • . ' STEP DOWN , • •.' CIVIL WALL KA PROJECT NUMBER: FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" * * HOLD DOWN CONNECTIONS P.T. BOT. PLATE NOT REQUIRED BEARING • :•.:•; EE FOUNDATION 21-3954 NOTE: FOR OVERHANGS LESS THAN 5/8" • NO REPAIR REQ'D. T WALLS WITHOUT UPLIFT ' .•., PLAN FOR MORE INFO Sheet: S-3 Of; �`�' / MS18 RETROFIT WALL OVERHANG DETAIL N.T.S. WF0 WWALL HEADER DETAIL N.T.S. CD11 COMMON BEAM ATTACHMENT N.T.S. WF42 KNEEWALL ABOVE MASONRY WALL 3/4"=1'-0" TYPICAL WALL DETAILS MAX 9" UNSUPPORTED 2X4 #2 SYP BLK'G @ 16" O.C. W/ *DIAGONAL SPACED AT 20'-0' O,C. MAX (2) 16D NAILS EA. END. SEE [RSH] SAME SPACING AS BOTTOM CHORD LATERAL BRACING "- SCHEDULE FOR SHEATHING ATTACHMENTS. IF> 9" 2X4 #2 SYP TO BE LESS THAN (MIN. FIRST 4 BAYS) BLK'G @ 16" O.C. OR EQUAL TO 450 MINIMUM 2"x4" "" ' - 8d NAILS @ 4" O.C. IF > 9" CONT. 2X4 #2 SYP W/ (2) CROSS BRACING 10D X 0,131 @ 8" O.C. EA. SIDE (SEE PLAN FOR - '.j a; ' WALL AND ROOF SHEATHING, SEE TB13 ZZ2x4 LOCATION) BLOCKING FOR SPECIFICATIONS SYP L BRACE FOR 00 ' '• 2x4 SYP OR SPF CROSS BRAC GABLES 3'-0" TO 5'41" TALL. .. '' APPROX. 8" FROM RIDGE 2x6 SYP L BRACE FOR THEN 48" O.C'. AFTER. NAIL w/ 3-12d EACH END & @ GABLES 6'-0" AND TALLER. . �, CROSSING AT 450 ANGLE. ATTACH L BRACE W/ .. % ' (NOT REQ'D WHEN GABLE IS FASTEN (1) Simi, ON HGA10 12d NAILS @ 4" O.C. 4'-1" OR SHORTER) CONT 2x4 SYP OR SPF SPANNING (4) BRACE CONNECTOR FROM GABLE TRUSS TRUSS BAYS (8'-0") NAILED DIAGONAL BRACE TO SILL PLATE w/ 10d @ 3" O.C. (3) 12d , w/ 312d TO CHORD (MIN BLOCK/PLATE I NAIL GABLE TRUSS PER JOINT ' TO TOP PLATE w/ 1ST 4 BAYS) f� ag>� _ CONTINUOUS LATERAL BRACING- [ ` 16d NAILS @ 4" O.C. 2x8 .T. PLATE 1/2"x8" ANCHOR BOLT NAIL OVER X BRACE AS SHOWN - 2x4 SYP OR SPF BLOCKING J "'f 4 BAYS AT 48" O.C. MIN. BETWEEN TRUSSES @ 48" KNOCK OUT COURSE INSTALL` BLKG. AT TRUSS WEBS X BRACING 2x4 SPF OR O.C. MAX. FASTEN TO EA. CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING SYP w/ (3) 12d @ EACH TRUSS w/ 3-12d NAILS EA. MASONRY WALL END TRUSS WEB NAIL TOP OF "T" TO GABLE ROOF SHEATHING, SEE TI TB13 FOR ATTACHMENT TRUSS w/ 212d AND 1 ,�;, ; OVER JACK TRUSSES, SEE TB01 TYPICAL CROSS BRACING DETAIL N.T.S. TB02 TYPICAL CROSS BRACING DETAIL N.T.S. `` `� SIMPSON H8w/ \ �`�`� : i-1C-10dx11/2" NAILS `. `. i PLAN.��.`t►OWN �� FASTEN (1) SIMPSON HGA10 — @ 48" O.C. w/ 8 1/4"x1 1/2" SIDS WOOD SCREWS GABLE 2x4 BLOCKING w/ 2-12d TOENAILS_ "T" dam. '• fie' S • ••-•. PROVIDE 2X4 MIN, BLOCKING AT NAIL TOP OF " • '� TO TOP PLATE /BEAM TO GABLE TRUSS w. 212d 17 : 0 CENTER LINE OF HIP/RIDGE, TYP. -END 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 CHORD @ WOOD FRAMED WALL @ DUTCH GABLE•~`��,� o TRUSS ALTERNATE TO BLOCKING r �° PRE-ENGINEERED VERLAP TRUSS BRACING GE01 GABLE END BRACING N.T.S. XA WOOD TRUSSES AT LEAST ONE TRUSS 6" __ TRUCTURAL ....... _OVERLAP PACE G.T. SHEATHING ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 ch TOP CHORD WHEN REQ'D NAIL TO TOP CHORD TO PREVENT SHEATHING ACK - - - - OF HIPPED TRUSS W/ SPAN FROM EXCEEDING TRUSSES HIP 12d NAILS @ 6" O.C. — ol MAX 24" SPAN (EITHER 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 q SHEATHING SEE *SPACED AT 10' 0" MAX SYP TRUSS BRACING 'i d b £ w e-I 00 r w CO 00 PLAN w s i tl; LL 2X4 BLOCKING J HIP TRUSS TRUSS CHORD =_ N O N �g w s$ m y W, ti w °cu BETWEEN TRUSSES SECT. A A (GABLE END) q J „ ; o _ _ � � v 5 C u4 52 O u Mo 61 W p� m O a- W u g =& _ 0 ° 3 T11303 HIP RIDGE BLOCKING DETAIL . ET TB04 TRUSS BRACING OVERLAP DETAIL (TYP) N.T.S. e� ��; O w SIMPSON H8 W/ 2x6 SYP 10-10d x 1 1/2" 'on r a A y g Z N m v Q an d IL q a u o N Q = U 2x8 SYP d `�mm� U J fI7 o ,3 o CHORD BRACE T. WWW-FDSENG.COM El [I El W/ 12d NAILS @ 81, O.C. LSTA18 — a z g • (2) TRUSS NOTES: CONTINUOUS w/5-10d x 1 1/2" TO 2x6/2x4 SYP SRA z N¢ Q 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CI STRONG -BACK x 1 1/2" TO "T" BRACE x 1 1/ " TO " " J o_ � (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT W/ 12d NAILS EACH 2!N IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED @ S" O C. TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS, NO EXCESS CONCENTRATION OF ANY � M J CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA S O AS TO AVOID OVERLOADING ANY ONE TRUSS. 1 'r — w 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. .v 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION. �^y u _ 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT V W ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS, c 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. 2X4 - "T" BRACE (2x4 SPA M r SEE TYP. TRUSS BLOCKING DETAILS SEE GABLE BRACING DETAIL iC3 L) m SHEATHING L 00 3 TO 4 TRUSSamp 2x4 AS SHOWN — S0 u) U O ai _ 'IT" SPACES ALTERNATE GE04 BRACE CONNECTION @ GABLE END W/ VOLUME CEILING 3/4" = 1'-0" c N o o TRUSS DIRECTION . Q fV O ri0 ,fir M RUS VERTICAL SCAB 2X6 #2 SPF 48, O.C. SEE(2)-12 NAILS W/ (4) 12d TOP & BOTTOM OR H5 TRUSS -,,.TO SECTION S EA TRUSS OR HCLR/LL IN PLACE OF (4) SOD i FLORIDA CONTRACTORS LICENSE NO. CRC1330146 REQUIRED @ RAFTERS GREATER THAN 8'-0" B lop 3000 GULFBREEZE PARKWAY SEE PLAN OUBLE TOP DOUBLE GULFBREEZE, FLORIDA 32563 PRE-ENG. TRUSS PLATE SECTION B-B TOP PLATE 2x STUD WALL DIVISION LOCATION: PORT ST. LUCIE SEE PLAN CONY. FRAMED RIDGE D 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 e REQUIRED w/ (2) MTS12'S REQUIRED @ RAFTERS GREATER } THAN 8'-0" ry COLLAR TIE EVERY 3rd SHEATHIN � RAFTER ./J 0 CB BEVEL CUTS 2X4 BLOCKING BETWEEN TRUSSES W/ (2) 12d NAILS (OPTIONAL) @ EACH END, CONT. EACH BAY TB Z e-I L0 B 2X4 SPF W/ (2) #7X31/2" O ALTERNATING DB WOOD SCREW EACH TRUSS OR H5 @ 48" O.C. W +; 2 aD M BLOCKING PRE-ENG. TRUSS O N co O CONT. ROOF SHEATHING AT TRUSS TOP STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP. N n0,p Ln vl I _ (�••/LO SEE PLAN FOR CONNECTION e s O uj —) m 2X4 P.T. BLOCKING BETWEEN DIAGONAL TRUSSES W/ (2)-12d NAILS @ WOOD 2x8 #2 SYP RIDGE BEAM eJ o LO COCO � V /) � V ) EACH END AT 8 -0TRUSS MAX -�-� 2x6 RAFTERS @ 2'-0"O.C. VI Model Name / Number: MAX. W/ (3) 12d COMMON WALL BELOW TOENAILS TO RIDGE BEAM SEE PLANS FOR TYPE 2X4 RAFTERS FOR SPANS LESS THAN ( ) 4 FT @ 2'-0" O,C. MAX W / (3) 10D L ��77 20g0 CONC. MASONRY COMMON TOE NAILS TO RIDGE BEAM STEEL OR WOOD V1 Plan Issue Date: 2X4 CONT. AT T & B CHORD BEARING SUPPORT Thursday, August 5, 2021 TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 7,v KA PROJECT NUMBER: @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING 21-3954 Sheet: S-4 Of: T11306 I BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.S. ROOF FRAMING AND BRACING DETAILS 91 Con M. C THERMA-TRU INSTALLATION KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE AI 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/ 4n EMBEDMENT INTO MASONRY JAMBS. SPACI EVENT Mp 6" 6" SINGLE DOOR DOUBLE DOOR W/ SIDELITES M_ SPAC EVEN SINGLE DOOR W SIDELITE n 6' >PACE =VENLY 31, 6 11 SINGLE DOOR W/ SIDELITES J J I n 3r, DOUBLE DOOR Is SPACE =VENLY 11 ..................................... 8 8 ................. P�dge ° SEALANT Lf NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING • NALS. 3/8" MIN HEADS. 6 PER SHINGLE. { 001 PooI '0100,'/ ` Line_Valle ybycentering roodxaoy�cas " 36" wide Certain7eed Win aterproofingS erGuarF dr; ao.. e of acre w Ingle dsp ry;hrey Q 9 {deA e � nderlayment or dir ., 7ci,6' t0 2 ` uodet\aHm A•" ` aP valent Guk Coatse atSe C0 uYy0 6M A h 3td GoptyB ! Rake oil s + not nail within 6" of valley centerline Embed each shingle i a 2" wide strip of aspftelt ra in cement DMetal Ede 12 Zg• 6" " - Cut 2" diagonal) off' upper Save 7" + orner of trimmed / , , pieces to use in Sthtowa � s ' Is. , \\\ Cut shiirgles 2 back from valley centerline SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY TEXTURED, PAINTED — BEHIND FLASHING LOCATIONS) EXTER. WALL FINISH AND EXTENDING A MINIMUM OF 6" ABOVE 6" x 6" H GALV. VERTICAL RISE OF FLASHING VERTICAL WALL FLASHING CONT. AT KNEEWALL T ENTRY PLASTER STO SEALANT ROOF SHINGLES U' z 6" X 6" H GALV. FLASHING CONT. m LRIZ. FLASHING DETAILS NOTE: THIS DETAIL IS REQUIRED FLASHING AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET f KN EEWALL INTERSECTION -Extend the shingles over the rake and eaves about 1/2" if drip edge is used, or about 3/4" if no drip edge is used. INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF W'DOW o' AND/OR SGD FRAME MIN.) GLUE STRIPXI w/ ADHESIVE SEALANT & SCREW w/ 3/16" x 3 1/2" PHILLIPS FLAT HD. "TAPCON" \ SCREW MIN. 4" FROM END AND 16" C.C, TYPICAL 2x BUCK INSTALLATION OF WINDOW ATTACHMENT N,T.S BUCK STRIPS - 1x4 (DEPTH OF WDW, FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS X 4, X 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 LOCATION OF BARRIER TO BE 1'-0" IN FRONT OF MECH. OR APP. WHEN REQUIRED 11/ " N. EMBEDMENT �X WOOD FRAME WOOD SCfi�EIU BY OTHERS 4" DIA. CONCRETE 5HEATHING - FILLED PVC. PIPE. BY OTHERS CAULK BETWEEN FIN! &SHEATHING 0 TOP OF SLAB EXTERIOR 3/4" MIN, EDGE ` FINISH DISTANCE m '' BY OTHERS (PERIMETER �� 1/4" (MAX. CAULK ' SHIM SPACE - - - - - - - BY OTII °'ll �Ih°I 00 Z I flu,II ' I O.A. WINDOW r-1 Ir ' Ir I HEIGHT 2 d 'I O z , 16" MIN. DIAMETER E TIER104 >a -- - INTERIOR CONCRETE FOOTING PROTECTION BARRIER DETAIL, TYPICAL FRAME OPENING 1 N.T.S. WINDOW INSTALLATION N.T•S Edge R905.2.8.5 DRIP EDGE. PROVIUE DRIP EDGE AT EAVES AND GABLES OF SHINGLE Roots. OVERLAP TO BE A MINIMUM OF3in (76cm). CAVE DRIP EDGES SHALL EXTEND %in 3ELOW SHEATHING AND EXTEND BACK ON THE ROOF A MINIMUM OF tin. DRIP EDGE AT EAVES SHALL BE PERMITrED TO BE INSTALLED EITHER OVER OR UNDFR THE UNDERI AYMFNT. IF INSTAHFO OVER THE UNDERLAYMENT, THERE SHALL RE A MINIMUM Ain WIDTH OF ROOF CEMENT INSTALLED OVER THE DRIP EDGE FLANGE, URI- EDGE SHALL & MECHANICALLY FASTENED A MAXINUM 01121n ON CENTER. WHERE THE Vasil AS DETERMINED IN ACCORANCE WITH SECTION R301.2A.3 IS 110 MPH (177 KM/H) OR GREATER OR THE MEAN ROOF HEIGHT EXCEEDS 33 FEET (10,058 mm), DRIP EDGES SHALL BE MECHANICALLY FASTENED A MAXINUM OF4INCHES ON CENTER Maximum Fastener Spacing Wall Framing: (lambs, Head and Sill) #2 Spruce/Pine/Fir - . Or Getter Silicone ,F Screw 3� Screws I Penetration Penetration Glazing Bead t 318" it Mounting ++ii I I� Fin ... ...... --- - Gross Section V iew Exterior View j I( fixed v��Ancl .�o�f w ,-k- I , b I� Mnimum i Silicone , I Exterior Sheathing Note: We strongly recommend the use offlashing and/or flashing tapes and si pans as stated la AS71N E2112-01. However, due to variation In codes and bullding types, It Is /eft up to the end user to determine the proper Installation of these Items l.. ,E! .;. _ ...'."., p,Aeri. 1,:_r�;ls Step i Measure to be sure the opening is 3/8" to 1/2" larger than the window size both vertically and horizontally. * You may wish to pre -drill the installation holes in the fin at this time. Disregard Mepre-punched holes in theToLi ' /a as are not necessarill Led Step 2 Apply a generous bead of silicone to the backside of the mounting fin. Use enough silicone to suffcientiy fill all voids between the fin and the wall sheathing. Step 3 Insert the window into the opening rrig from the oaside. The window Is labeled "inside" and "outside", but if these labels have been removed, the glazing bead should always be to the inside of the building. Step 4 Install shims under the sill, adjusting them until the unit is plumb In the opening, Shims should be installed 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 1-112" screw 4" from the comer of the fin at each end of the head, sill and both jambs. Step 6 Install the remaining fasteners in 8" increments from the corner screws to the center of each frame member, Use care not to over - tighten the screws and pull them through the fin, Also, make sure the screws go in straight and do not cause the frame to bow, Wall framing should be a minimum of #2 SpruceJPineiiFir. Fasteners should be #10 screws of sufficient length to achieve 1.3/9' bon into the wall and no less than 1/2" from edge of framing, Fastener quantities needed in each side of frame to achieve 8" spacing th of Frame Member 30" 18- 1 26" 1 34" 1 42• s0" s8- 66" 74" or 90" 98" Number of Fasteners 2 3 1 A 1 s 1 6 7 8 9 10 11 12 13 Step 7 Remove excess silicone "squeeze out" from around the fin and inspect for holes or voids. Use silicone to fill any voids. Step 8 If desired, a foam insulation can be applied to the interior gap between the window and wall framing. If applied, this mug the NON LXPAND1NCr FYPE FOAM. 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 toiled so as not to interfere with the installation of wallboard, We or trim. Step 10 Once all construction Is complete, remove the bubble wrap from the inside and outside of the window. If necessary, clean the blocks with a mild detergent and warm water using a soft cloth. Failure to follow these procedures will void any and all warranties. GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION AND CALL OUTS. flit -`;��`q`�ta�ttl411tllltt OW C _x w C, �b a .� N c0 LO W W (0 11- o g '? a �vU 11- It L0 00 I`_ � E c aoWp� aof MLLI LLL L P EL 8 Waj a�i 'Ji /0o Y Nn,� o & tQ =NP a s W CL g fatoM� �s W CL Product Approval Submittal Affidavit 0 Z z2 CC 0 3 �''� .c cp O Y Building Address: Contractor: _ ~ Fyao Itlr°nm° O W T-I w m m Building Permit: 9 IL � i a ir V) o Product Design Manufacture Model # Attachment Approval # g W " Pressures Method M y� www.rDsrNG.COM ❑ ❑ ❑ Roofing: 9 ZO 1st Choice IKO Industrues, DADE nusrues, Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING FL30310.1 COUNTY APP. g z o NAILS. 3/8 MIN HEADS. 6 PER SHINGLE. W/ 3/8" MIN PENETRATION THRU SHEATHING Q J .... ..1 ROOFING VENTS: DADE Florida Metal FLAMCO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, FL21580.1 R 2 Z N LO COUNTY APP. Products,Inc "Off -ridge vent" 1" FROM E GE AND 4" O.C. TYPICAL MAX. U-) U m ROOFING UNDERLAYMENT: TAMKO BUILDING TAMKO No. 30 UNDERLAYMENT SHALL BE APPLIED AND m 1st Choice PRODUCTS LLC #30 ASPHALT -SATURATED ORGANIC FELT ATTAGHED IN ACCORDANCE WITH TFL12328-R9 "� — } R905.1.1 (� u.I V) c a� Overhead Garage Doors: H J co 1st Choice +30.0/-30.0 CLOPAY 53W5 FL16546.8 H- N 16 x 7 2"x6" P.T. WOOD JAMB WITH � 66 R 53w5 (5)1/2" DIA, x 8" "J" BOLTS — r3 00 2nd Choice +30.0/-32.0 CLOPAY 8 x 7 FL15279.$4 U n o Swing Doors: c LO n N 1st Choice +67.0/-67.0 THERMA TRU-CORP. ALL ONE 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" FL20461 Q O to FIBERGLASS DOOR LITE SERIES TAPCONS MIN, 4" FROM TOP & BOTTOM OF INTERSECTIONS FL20461.12 +67.0/-67.0 THERMA TRU-CORP. SOLID AND MIN. 12l' O.C. THEREAFTER. THE DOOR FRAME SHALL FL20461.1 XDAMS HdM ES FIBEIRGLAS DOOR FIBERGLASS DR BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM 2nd Choice ALL ONE TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. FL15215.2 PLAST PROI LITE THEREAFTER. (TYPICAL ALL 4 SIDES) FLORIDA CONTRACTORS LICENSE NO. CRC1330146 VIASidelights PLAT PRORU FL15215.2 3000 GULFBREEZE PARKWAY Sliding Doors: GULFBREEZE, FLORIDA 32563 1st Choice MI WINDOWS & DOORS SERIES 420 SGD FL15332.4 DIVISION LOCATION: Alum, reinforced PORT ST. LUCI E MI WINDOWS & DOORS SERIES 440 SGD FL15332.12 n Alum. reinforced � Job Information: Windows: 3540 SERIES Twin SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON FL 17676.9 1st Choice +40/-50 MI WINDOWS Single Hung (fin) ANCHOR WITH MIN. 1 ill" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL 3500 SERIES HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS +40/-50 MI WINDOWS Single Hung (flange) OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. FL 17894.2 3540 SERIES FOR INSTALLATION THROUGH 2x BUCK USE #8 WOOD SCREW OF +50.0/-50.0 MI WINDOWS Single Hung (fin) SUFFIENT LENGTH TO ACHIEVE 11/z" INCH MINIMUM EMBEDMENT FL17676.2 IN WOOD SUBSTRATE. O MI WINDOWS 13500 SERIES Singh FL17894.4 Hung (finless) frame Mullions: I"'— M-1926 Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE Z O 1st Choice MI WINDOWS Mullion 3/16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 11/n FL 18504.1 0 LO M-1926 Horizontal MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM FL 7.5804.2 Mullion EDGE DISTANCE y M Fixed Glass: > LO �o U 1st Choice +50.0/$0.0 MI WINDOWS MI 3540 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR �% ■ ■ ■ ■ ■ ■ a FL18644 R 6 WITH MIN. 11/a" EMBED. TO ALL FACTORY DESIGNATIONS M LO WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD ti BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE O J W 5/8" MIN. EMBED. INTO WOOD BUCK. J W V) V) Soffit: Model Name / Number: Standard vinyl Staple 10" on center in direction 1st Choice +66.0/ 71.6 KAYCAN LTD of length FL16503.4 R5 2030 Plygem / Variform PI ern Double 5 Double 5 standard (vinyl) 10" FL12194.1 Double 5 standard standard vinyl staples solid 144 vented -145 FL12194.2 Plan Issue Date: Hurricane Panels: 7VIThursday, August 5, 2021 Dade County App. ALL AMERICAN 24" Ga. 24 GA. STORM PANELS 1st Choice SHUTTER & GLASS Storm Panels FL16293 R3 V KA PROJECT NUMBER: I have reviewed the above components of cladding and have approve(i their 21-3954 use in the structure. (Architect or Engineer of record) Name: Carl A. Brawn Certification Number: FI. # 56126 Sheet: S-5 Of: Name: Luis Pablo Torres Certification Number: FI. # 87864 MATERIAL Name: Certification Number: REFERENCE INFO (PSL) MECHANICALLY FASTEN AS NECESSARY IN CORNERS TF SELF -ADHERED FLASHING WEATHER /-RESISITIVE BARRIER FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE EXTERIOR SHEATHING \WEATHER RESISITIVE BARRIER SSELF-ADHERED FLASHING HEAD FLASHING TIE-IN INSTRUXTIONS: - 1, Cut, fold up & temporarily secure weather resistive barrier above headerto allowfor flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 1 3. Fold weather resistive barrier back over head flashing and seal with tape 2 SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW IWPO1 FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING DECK PROTECTOR SELF -ADHERED FLASHING \HO.8362x;DECK JOIST SELF -ADHERED FLASHING CEMT. FINISH WINDOW HEAD NAILING FLANGE SELF -ADHERED FLASHING 0 0 0 SELF -ADHERED FLASHING DECK PROTECTOR DOUBLE JOIST ERIOR IT. FIN. .DING PAPER PE n : 12.0 in cm : 30.5 cm) E LATH -DING PAPER ,F-ADHERED FLASHING JDOW UNIT WEATHER RESISTIVE BARRIER WOOD FRAME CONSTR. - SELF -ADHERED FLASHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) DOOR ROUGH OPENING 3/4%1"BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A -� (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHERI U SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WPO1) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD 1 SELF -ADHERED FLASHING PATCH )HERED FLASHING 2 4 5 FLASHING WIRE LATH -BUILDING PAPER O SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER W PO3 RUBBERIZED ASPHALT ADHESIVE FLASHING SCORED RELEASE PAPER (BEFORE FOLDING; SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH SELF -ADHERED FLASHING SELF -ADHERED FLASHING INSIDE CORNER I � I i , k I t I , E i E ( I � ^44 2 5 4 6 7 SELF -ADHERED FLASHING W 08 APPLY A LIQUID FLASHING TO THE MASONRY OPENING (HEAD, JAMB, SILL) IN W PO 9 OUTSIDE CORNER ACCORDANCE WITH THE MANUFACTURER'S RIECOMMENDATIONS, BEFORE r INSTALLATION OF THE SUCK/RECEPTOR. SELF -ADHERED FLASHING CEMT. FINISH WINDOW SILL WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING WIRE LATH BUILDING PAPER EXTERIOR CEMT. FIN. SELF -ADHERED FLASHING CEMT. FINISH PARAPET WALL SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. WIRE LATH BUILDING PAPER O WP12 FLASHING REQUIREMENTS R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall include flashing as described in Section R703.4. R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as SELF -ADHERED FLASHING required by Section R703.2 and a means of draining to the exterior water that penetrates the exterior cladding. PRODUCTS DETAILS for Tye Water resistive barrier. One layer i iNo.ve barrier 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 BARRIERS ARE REQUIRED BEHIND STUCCO. water -resistive barrier manufacturer's Installation Instructions. The No.15 asphalt felt or other approved water -resistive 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 manner to meet the requirements of the exterior wall envelope as described In Section R703.1. 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 Detail Instructions provides a separate continuous plane and any flashing (Installed In accordance with Section R703.4) Intended to drain Refer to the number marked as in each detail that corresponds to the to the water -resistive barrier is directed between the layers. 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 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 2. Install flashing and weather resistive barrier to form water shedding laps - absorbing layer or designed drainage space. 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 flashing shall be applied shingle -fashion or in accordance with the manufacturer's Instructions. Metal flashing shall be embedded in the adhesive layer) - for ease of installation and to minimize corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's Scoring cuts instructions. AN flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of 5. Remove all release paper per standard installation instructions and 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 adhere to substrate using a square piece of flashing material (6" x 6" with AAMA 800 or ASTM C920 Class 25 Grade N8 or greater for proper joint expansion and contraction, ASTMC1281, Minimum) AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in 6. Fold as shown b arrows Y exterior walls shall comply with AAMA 71.4. The flashing shall extend to the surface of the exterior wall finish. Approved following flashings shall be Installed at the locations: 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the 8. Mechanically fasten as necessary Y Y exterior wall finish or to the water -resistive barrier complying with Sectlon 703.2 for subsequent drainage. Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed In accordance with one or more of the following: 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. 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 the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 In accordance with the flashing design or method of a registered design professional. 1.3 In accordance with other approved methods. 1.41n accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood frame construction. 6. At wall and roof Intersections. 7. At built -In gutters. Cement Plaster in accordance with ASTMC926 over wood 2nd floor -7 feu n........-..a n,...-a.-. OPTIONAL [DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Keep top edge of weep screed 2" below top of block - Vulcum cauk bottom joint only - Metal Flashing 3-1/2" Unperforated Flange 7/8" Weep Screed -1 /2" Cementitious Decorative Finish - All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Vulcum caulk for all 1 /2" Cement Plaster Finish 2 1/2" Perforated Flange 1 /2" Weep Screed Install bottom edge of weep screed 1" below finish floor `y�e1\1i11t1i1610f100 Jr�� ? ►\�' IJA z C4 �a 1i0.10-5 a L m is N (0 LLD 14 av o Y W. 5 v .1 ill F to00 to 00 r- v O 2.G'6. o W a C.-l� 06 66 c� q 1,00 lit. LL U_ ��m=" o" 0 W W a ,Mt5 RWW wm�o {flit o __ n w p VLL ",W .s rn � c�6 � 0> S W � O v'nuwo'€ m �y v �`�13 >�L�a¢ �. '� N `o Z Y '� 0 0 >ANY y 0 In 2O, b d' �3m N I 00 V ILN M m Q Q � o.3 N i3 0 � fn p H=a,�m Au w' '� tl _IN G, 'y 2 WWW.FDSENG,COM El Elf° tD � z ao Z N �O a J (h - LO �w► ,/ � m en LL_ LU W o 2 - io veu 111yAWOW yyy��//" Ory c ai U-) ra U -� E w _, 00 U tl a -IF 0 , U W o c � �Y Q N 0 9 Qm A,\ HOMES -GAMS FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: I..L100 Z o LO c LO W U) M o o N .a z � � m Lo E o J WZ) m o JODC�V) Model Name / Number: 2030 Plan Issue Date: Thursday, August 5, 2021 KA PROJECT NUMBER: 21-3954 Sheet: WP Of; WATER PROOF DETAILS 309A I cap 70 0 - CCP 0 NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED 1 INCH UNDERCUT BELOW DOORS i7 O HABITABLE ROO Transfer ducts/grills sized in compliance with Florida Residential Building Code—V1602.4 balanced return air. EXCEPTIONS 1-3 FLOOR 7ALE IJ4,w �� 1, Rating ti V CQ I Must have a minimum clearance of 4 inches around the air handler per the State Energy code. All duct has an r=6 insulation value.