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HomeMy WebLinkAboutBuilding PlansTERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA R318.1 CAST IN PLACE CONCRETE CODE CRITERIA 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 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" PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202 , PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. FLORIDA FIRE PREVENTION CODE 7TH EDITION (2020) CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. FLORIDA BUILDING CODE ACCESSIBILITY 7TH EDITION (2020) RESIDENTIAL CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 1 1/2" TO FORM U.N.O. NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES 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 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318-14) AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LBS OF FIBER PER CUBIC YARD. SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301-16) 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM 615, ASTM A70E BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) NOTES: 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 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2018 EDITION 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR" REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY WOOD FRAMED CONSTRUCTION MANUAL 2018 EDITION PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON APA PLYWOOD DESIGN SPECIFICATION E30-16 WITH THE BUILDING DEPARTMENT 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 AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE 7-16 ALUMINUM DESIGN MANUAL-AAF20 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 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 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 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 ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE EXTERIOR COVERING MASONRY WALL CONST. WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (B) LOCAL STATE AND FEDERAL BODIES R703.7 EXTERIOR PLASTER. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90-014, WITH A MINIMUM NET COMPRESSIVE INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C926 AND ASTM C1063, OR ASTM C1787 STRENGTH OF 2000 PSI (f'm = 2000 PSI ) 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270-14A. AND THE PROVISIONS OF THIS CODE. 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 DEFLECTION CRITERIA R703.7.1 LATH. OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. ROOF TRUSSES* LL/360 TL/240 COMMMENTS: LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. LATH SHALL BE ATTACHED WITH 1-1/2" LONG, 11 GAGE NAILS HAVING A 7/16" HEAD, OR 1-1/2" LONG, 16 GAGE 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR 1OFT, ROOF RAFTERS LL/180 TL/120 STAPLES, SPACED IN ACCORDANCE WITH ASTM C1063 OR C1787, OR AS OTHERWISE APPROVED. WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 112" CLEARANCE TO INSIDE FACE. ROOF RAFTERS (W/O CLG) LL/360 TL/240 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. FLOOR TRUSSES/ BEAMS ** LL/360 TL/240 R703.7.2 PLASTER. 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF FLOOR I -JOIST*** LL/480 TL/240 *TL MAX 2" UP TO 40Ff SPAN PLASTERING WITH CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED OVER ANY TYPE 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 CODE -APPROVED LATH AND SHALL BE NOT LESS THAN TWO COATS WHERE DIRECTLY APPLIED OVER MASONRY, g, TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. **TL MAX 3/4" *** TL MAX 1/2�� CONCRETE, CLAY BRICK, STONE, OR TILE. IF THE PLASTER SURFACE VENEER OR OTHER COMPLETELY COVEREDION 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. T NEED BE ONLY TWO COATS, FACING MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATOATS, PROVIDED 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. TOTAL THICKNESS IS AS SET IN TABLE R702.1(1). ♦- GENERAL ROOF LOADING CEMENT PLASTER SHALL BE IN ACCORDANCE WITH ASTM C926 AND MATERIAL SHALL BE IN ACCORDANCE WITH ONE WOOD CONSTRUCTION SHINGLE METAL TILE HEAVY OF THE TYPES LISTED IN R703.7.2. R703.7.3 WATER -RESISTIVE BARRIERS. ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLE TOP CHORD LL 20 20 20 20 WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL WOOD -BASED SHEATHING, SHALL INCLUDE AWATER-RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE SHALL BE USED. AT A MINIMUM ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. TOP CHORD DL 7 7 15 25 AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONT INUOUS PLANE AND ANY FLASHING FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS BOTTOM CHORD LL* 0 0 0 0 (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION BOTTOM CHORD DL 10 10 10 10 TOTAL (PSF) 37 37 45 55 DIRECTED BETWEEN THE LAYERS. 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 BOTTOM CHORD LL (OPT) R703.2 WATER -RESISTIVE BARRIER. VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D226 FOR TYPE 1 CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS, DOT SODIUM BORATE (SBX) DOES NOT. ATTICS W/ LIMITED STORAGE 20 FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. ATTICS W/ HEAVY STORAGE 50 EXTERIOR WALLS. NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS * ATTICS W/ NO STORAGE 10 THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 WITHOUT WOODEN TOP PLATES. INCHES. OTHER APPROVED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE BARRIER 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS, NON-0ONCURRENT ( ) NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO. 15 ASPHALT FELT OR OTHER APPROVED WATER -RESISTIVE 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP 1.7E Fb=2400 PSI MIN. APPROVAL FROM FOR OR INDICATED ON PLAN BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: GENERAL FLOOR LOADING DESCRIBED IN SECTION R703.1. 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, R703.4 FLASHING. STRUCTURAL " 16 WALL SHEATHING: 7 I OSB EXPOSURE 1 OR 15 32" RATED OS / S / B EXPOSURE 1 TOP CHORD LL 40 (PSF) COMMMENTS: APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. TOP CHORD DL 10 (PSF) INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING PRE ENGINEERED WOOD TRUSSES BOTTOM CHORD LL 0 (PSF) 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 BOTTOM CHORD DL 5 (PSF) BUILDING STRUCTURAL FRAMING COMPONENTS. 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER 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 STRUCTURAL PLAN 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS SPECIAL FLOOR LOADING 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION ASTM -GRADE LUMBER AND ITS FASTENERS AS RECOMMENDED BY THE NATIONAL FOR G U C EST PRODUCTS ASSOCIATION. UC C GAME ROOM 60 (PSF) COMMMENTS: C1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED 3. TRUSS MEMBERS AND CONNECTIONS SHALL PROPORTIONEDWIT MAXIMU M LL BE (WITH A M ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. BALCONIES/ DECKS 40 (PSF) TO THE SURFACE OF THE EXTERIOR WALL FINISH. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS, BALCONIES OVER 100 SQ:FT 100 (PSF) APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY LIGHT STORAGE 125 (PSF) • EXTERIOR WINDOW/DOOR OPENINGS. THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. LIBRARIES READING ROOMS 60 (PSF) • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME WALLS. 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. • UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. STACK ROOMS 150 (PSF) • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, GUARD RAIL @ HAND RAILS (d) 200 (PSF) • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED CONSTRUCTION. AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. GUARD RAILS IN FILL COMP. (f) 50 (PSF) • AT WALL AND ROOF INTERSECTION. 8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) • AT BUILT-IN GUTTERS. SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 (PSF) STAIRS 40 (PSF) UPLIFT CONNECTORS FOOT NOTES A SINGLE RDIRECTION AT ANY P POINT ALONG d S NG CONCENTRATED LOAD APPLIED IN ANY 0 O G 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 THE TOP. NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR f, BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A MORE INFO. I HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 Sq. FT. WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 30FT ASCE 7-16 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT '5 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE () VALUE DENOTES SUCTION DIAGRAM AREA ) 5O (+) 27.6 (+) 27.6 10 () 29.9 (-) 37.0 (+) 26.5 (+) 26.5 20 () 28.8 () 34.4 80 s O 50 (+) 24.8 (+) 24.8 4 O () 27.1 (-) 31.1 Q (+) 23.4 (+) 23.4 100 (-) 25.7 (-) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x 7'-0" 16'-0" x 7'-0" (-) 51.3 (+) 24.3 (+) 23.3 () 27.5 (-) 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY W/IN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. SEE FLOOR PLAN FOR ACTUAL PRESSURES CARE AND MAINTENANCE YEARLY MAINTENANCE AND INSPECTIONS BY THE BUILDER/HOMEOWNER ARE NECESSARY FOR THE FUTURE LIFE OF THIS HOME. CARE MUST BE TAKEN TO CHECK WINDOWS AND DOORS FOR CAULKING, REMOVE LEAVES AND DEBRIS OFF ROOFS, MAKE SURE THAT WATER FLOW IS AWAY FROM THE HOUSE AND HAVE YOUR HOME REPAINTED EVERY 3 - 5 YEARS TO PROTECT THE COATINGS. THE DESIGNER AND ENGINEER OF RECORD ARE NOT RESPONSIBLE FOR THE UPKEEP OF THE HOME AND WILL NOT BE HELD LIABLE FOR INSTANCES THAT MAY OCCUR OVER THE NORMAL LIFE OF THE HOME WITHOUT PROPER MAINTENANCE, J INDEX OF DRAWINGS SHT N0: I TITLE 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 3.1 FOUNDATION DETAILS 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS S-4 DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS M-1 I HVAC FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO DE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. It Is the Intent of Designer/Engineer listed In the titleblock of these ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. documents that these documents be accurate, providing Licensed 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 #5 BAR INTO THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE) MIXED PER THE MFGR'S 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/"x 21/4" 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 1 2" 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 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. Professionals clear information, Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the informationo our Quality ra found in these plans should backc directed will Assurance Manager immediately. r/ nginee with will dv racedconsere for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. payments will be made in accordance to the terms of the agreemer CONTROL CONTROL OF CONSTRUCTION SITE: 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 TO, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE 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 TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, ORE EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER Q PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED TO, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER 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. MASTER REVISIONS DATE DESCRIPTION 06-28-12 STRUCTURAL REVIEW BY FDS (PLAN UPDATED) 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. 16d x 2-1/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. ADAMS HOMES Of Northwest Florida 00O GULF REEZE PARIK�,%��,\Y (UHF: REEZE. FLnRIDA `2%5(03 MODEL 2117 "11)- � aJ ., c1('M If N 0 N N ENO Fes' ¢ C1,'• �\ •.0 o w c ` . NO 4787,5 •rz '• •� H . �S i 'T - O F ; C) ! 0 R. 0fkA;�,%%� •sssscs 11L RCN W �rW$� g3 t� W a_pQ� roo- pQ% N VV O J J* LJL rL LL S�5at I3 .2 �O Y �N d (A 3N� t� Y�I Ui(�ia.a W a d a m u %u5 a LLy p W a U,1 z y . 1 �d � ap_04 Q 3WY CIL 1= 0 J Wt 4;aT',rn � p $ s 9 ZN �'E v ILU Q Q Q J 1- .'�aaV z U J V H � 2'y VAMMSENGLOM ❑ ❑ ❑ � Z co) z N S J � a � - LO w � o � 0 w Nc = WM (J N - ao = oti (n _ M yyy c ? s N �,Q Q o � am DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: 0 z C� w i V \ a co E 2 Q a - p�w� m ao o LL J00U)(1 Model Name / Number: 2117 Plan Issue Date: Thursday, August 26, 2021 KA PROJECT NUMBER: 21-12006 Sheet: I Of: COVER SHEET BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT TOP BOTTOM MARK SPACING SPECIES CAP410 BW1 16" (2) 16d TOENAILS (2) 16d TOENAILS SPF NO UPLIFT BW2 16" SP2 W (6)-10d SP1 W/ (6}10d SPF 402 STUD, 6) 10d PLATE ( STUD, (4) 10d PLATE BW3 16„ (2) SP2 W/ (6) 10d (2) SP1 W/ (6) 10d SPF 803 STUD 6 16d PLATE STUD, (4) 10d PLATE BW4 16" (2) 16d TOENAILS (2) 16d TOENAILS SYP NO UPLIFT SP2 W/ (6)-10d SP1 W/ (6)10d BW5 16" STUD, 6 10d PLATE STUD, 4 1Od PLATE SYP 439 BW6 (2) SP2 W/ (6)10d SP1 W/ (6)-10d SYP 878 16" STUD 6 10d PLATE STUD, (4) 10d PLATE BW7 12" (2) 16d TOENAILS (2) 16d TOENAILS SPF NO UPLIFT SP2 W/ (6)-10d SP1 W/ (6ylOd BW8 121, STUD, (6) 10d PLATE STUD, (4) 10d PLATE SPF 535 BW9 SPF 1070 12" STUD, (6) 1 Od PLATE STUD, (4) 10d PLATE BW10 12" (2) 16d TOENAILS (2) 16d TOENAILS SYP 0 BW11 SP2 W/ (6)-10d SP1 W/ (6)-10d SYP 585 12" STUD, (6) 10d PLATE STUD, (4) 10d PLATE (2) SP2 W/ (6) 10d SP1 W/ (6)-10d BW12 12" STUD, (6) 10d PLATE STUD, (4) 10d PLATE SYP 1170 BW13 NOT USED 2x TOP PLATE TOP OF WALL - `/--DOUBLE SEE PLAN MASONRY WALL OR ICF WALL. SEE PLAN 2x STUDS PER DOUBLE 2x HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WF09/S3 FOR CONNECTION INFO, IF HEADER IS WITHIN WALL INDICATED ABOVE WITH EE MS03/8-1 FOR NO UPLIFT CONNECTORS BRG WALL TO INDICATED IN WFO9 CAN MASONRY WALL BE IGNORED. CONNECTION INFO 2x MID -SPAN BLOCKING CONNECTORS W/ (2) 12d TOENAILS @ TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN WO' SCHEDULE ABOVE F.F. SEE FOUNDATION PLAN FOR MORE 2x P.T. W/ 1/2" A.B @ 32" O.C. W/ 7" 11�INFO EMBEDMENT OR 1/2' A,T.R. W/ SIMPSON SET W/ SW= SHEARWALL MIN. 7" EMBEDMENT PAST STEP DOWN. REQUIRES MIN ALT.: SIMPSON 1/2" TITEN HD @ 32" U.C. 7/16" OSS PLYW'D W/ SAME EMBEDMENT W/8d NAILS AT 4"oc SEE GENERAL NOTE #8 BR WALL DETAIL IN FIELD AND EDGE. GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 LINO ON PLAN. 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4.5P4, SP6 AND SP8 CONNECTORS CAN BE SUBSTITUTED IN PLACEFOR THE SP1 AND SP2 INDICATED IN SCHEDULE ABOVE 5. IF "BW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE WF06/S3.1 OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO FIRST FLOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) 6. IF "SW" IS INDICATED THE WALL IS CONSIDERED A SHEARWALL AND REQUIRES MIN. 7/16" OSS PLYWOOD W/ 8d NAILS AT 4" O.C. IN FIELD AND EDGE TO (1) SIDE OF WALL 7. ALL 2x EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE 8. IF THE BEARING WALL IS INDICATED WITH THE BW1, BW4, BW7, BW10 THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUNAILED TO THEDS ARE TOE A PLATE AND THE 2x PLATE CAN BE ATTACHED WITH HARD CASED NAILS (GUN NAILS) AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 9. SP1/SP2-DRIVE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD. 10d= 0.148" DIA. x 3" LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPLIFT(Lb) C1 (3) 2 x 4 #2 SPF (4) - led TOENAILS 0 DTT2Z W/ 1/2" WEDGE C2 (3) 2 x 4 #2 SPF ANCHOR* & (8) 1/4" X 1 1/2" 2145 SDS SCREWS C3 (3) 2 x 4 SYP #1-OR- (4) -16d TOENAILS 0 D172Z W/ 1/2" WEDGE C4 (4) 2 x 4 SPF #2 ANCHOR* & (8) 1/4" X 1 1/2" 2145 SDS SCREWS C5 a4 x 4 P.T.#2 ABU44 W/ 5/8" ATR** G = 666E U = 2200 SYP POST & (12) - 16d NAILS 6 x 6 P.T. #2 ABU66 W/ 5/8" ATR** G= 12000 C6 SYP POST & (12) -16d NAILS U = 2300 8 x 8 P.T. #2 ASU88 W/ (2) 5/8" ATR** G = 24335 C7 SYP POST & (18) - 16d NAILS U = 2320 C8 3.5 x 3.5 P.L. 1.8E Fb-2400 PSI HDU5•SDS2.5 W/ (14) 1/4" x 2 1/2" SDS WS & 5/8" EPDXY 5645 (WOLMANIZED IF EXT.) ANCHOR, OR ATR** 3.5 x 5.25 P.L. HDU5SD52.5 W/ (14) 1/4" x C9 1.8E Fb=2400 PSI 2 1/2" SDS WS & 5/8" EXOPY 5645 WOLMANIZED IF EXT. ANCHOR, OR ATR** 3.5 x 7 P.L. HDU8-SDS2.5 W/ (20) 1/4" x C10 1.8E Fb=2400 PSI 2 1/2" SDS WS & 7/8" EPDXY 6970 (WOLMANIZED IF EXT.) ANCHOR OR ATR*** C11 5.25 x 5.25 P.L. 1.8E Fb=2400 PSI HOU8-SDS2.5 W/ (20) 1/4" x 2 1/2" SDS WS & 7/8" EPDXY 7870 (WOLMANIZED IFEXT.) ANCHOR, OR ATR*** 7 x 7 P.L. HDU8-SDS2.5 W/ (20) 1/4" x C12 1. BE Fb=2400 PSI 2 1/2" SDS WS & 7/8" EPDXY 7870 WOLMANIZED IF EXT. ANCHOR, OR ATR*** GENERAL COLUMN NOTES 1. SEE FLOOR PLAN FOR WALL WIDTH, STUD PACKS TO MATCH WALL WIDTH UNO. 2, ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL WF37/S-3 4. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2" ATR 6" EMBEDMENT FOR 5/8" ATR 8" EMBEDMENT FOR 7/8" ATR 5. IF [C) COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 6. SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALLAM COLUMNS (1.8E) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL DIA. / LENGTH PNEUMATIC GUN COMMON vs. GUN APPLICATION NAIL DIA.-LENGTH NAIL SPACING 8d 0.131" X 2 1h" 0.131" X 2 112" SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS 10d OR 12d 0.148" X 3" 0.131" X 3" SEE PLAN BLOCKING & TOE 0.148" X 31/4" 0.131" X 3 JA" NAILS & TOP PLATE 12d 0.148" X 31/4" OA31" X 31/4" 8" O.C.(COMMON) STUD WALL 6" O.C. GUN NAIL CORNERS lod 0.148" X 3" 0.131" X 3' 8" O.C-(COMMON) STUD PACK 6" O.C. GUN NAIL COLUMNS 16d 0.162" X 31h" 0,131" X 3'A" (2) 16D(COMMON) SEE PLAN (3) 16D ( GUN NAILS) BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS (2) - 2 x 8 92 SYP W/ 7/16" CONNECTION: PROVIDE 12) M1 OSS FLITCH PLATE. NAIL SIMPSON LSTA18 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU O,C, TYP EACH SIDE COL. U,N.O. ON ROOF PLAN, (2) - 2 x 10 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) BM 0513 FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) SIMPSON HTS20 TO WOOD POST BEAM TOGETHER USING OR (2) SIMPSON HETA16 TO CMU ROWS OF NAILS @ 122"" COL. U.N.D. ON ROOF PLAN. O.C. TYP EACH SIDE (2) - 2 x 12 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) M3 OSB FLITCH PLATE, NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 1 3/4" x 11 114" LVL CONNECTION: PROVIDE (2) 2.0E Fb=2600 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) M4 TOGETHER USING (2) ROWS SIMPSON HTS20 TO WOOD POST 1/4" x 3 1/2" SOS WOOD OR (2) SIMPSON HETA16 TO CMU SCREWS 0 16" O.C. TYP. COL. U.N.O. ON ROOF PLAN, EACH SIDE. (2) -13/4" x 11 7/8" LVL CONNECTION: PROVIDE (2} M5 2.0E Fb=2600 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) TOGETHER USING (2) ROWS SIMPSON HTS20 TO WOOD POST t/4" x 3 1/2" SDS WOOD OR (2) SIMPSON HETA16 TO CMU SCREWS @ 16" O.C. TYP. COL. U.N.O. ON ROOF PLAN. EACH SIDE (2) - 1 3/4" x 16" LVL 2.0E Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M6 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 114" x 3 1/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS @ 16' O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. GENERAL BEAM NOTES 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN. 4" BEARING EACH END) 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANYWAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H2 (2) - 2X8 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 112" FLITCH PLATE THIS SHEET H3 (2) " 2X10 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET OH4 (2) - 2X12 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET (3) - 1 3/4" X 11 1/4 ATTACH TOGETHER WI (2) ROWS 1/4" X 3 1/2' H5 LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 16" O.C. TYP. EACH SIDE (2) - 1 3/4" X 9 1/4 ATTACH TOGETHER WI (3) ROWS 1/4" X 3 1/2' H6 LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 16' O.C. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS 2x4 WALL 2x6 OR 2x8 WALL OPENING JACKS KINGS JACKS KINGS SIZE EA. END EA. END EA. END EA. END (1) (2) (1) (2) 4'-0' - 9.0' (2) (3) (2) (2) 10'-0"-16'-0" (3) (4) (3) (4) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE 1st FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS LINO ON PLAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/S3 5. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12" o.c. ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER. 6. FASTEN ALL HEADERS TO KING STUDS WITH (3) 12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. O to N COMP. UNIT c� (V A� 54'-8" 12'-0" 1 20'-6" 9'-9" 9'-91, 6" ' BM3 BM3 C6 COVERED PATIO BM5 20 X 10 4 M5 O I ' 14'-0" 9' 4" 4'-10„ I ' I 25 SH EGRESS Q, i BEDROOM #3 9'10" x 12'0" w N 8' CEILING N 14 1 O DBL 25 SH 2868 O 25'-10" T RdOM r- S-3 '�7C7 11'-101, 15'6" x 19'8" CATH EDRP L CLG 16'-2" '-3" 2'-3" 4'-0" 2'-2 36" FLAT BAR ii °0 TOP ON 341h" - 1° WALL o0 o' r - I = I in I D/W 11 W z 0 N 0 L I O " ' ✓IDE PLATFD IM HVAC_UNIT -------- ------------ ----------- -- - - -; --- z--------- --T-- FY SIZE WIT a m R CL n 3 0., I V I v NTRY WALLS 09 F ; ; CEILING 0 N ,-2" EGRESS DBL 25 SH I 00 cLO o:) 0 I FI i I MASTER SUITE 12'8" x 16'6" 8' CEILING 10'-0" 2868 KITCHEN '\NNI/ CATHEDRAL CLG ; rn a - L Z 3 3'-6" 3'-8" 4'-0' 'LO 77" -,Z I 6'-6" 7'-0" I IIm 4068 0 10'-3" N � 71, FOYER = I 9' CEILING I I DINING ROOM 00 10'-3" x 15'8" y a N I I 8' CEILING 2668 II IIIIII , � R/_ °N �1S 2668 m-- WSF-339 5'10" 4'-1 7'•2"O B.2 H4 ALIG WALLS C004 8' CEILI G N I w/ F RING " 8_3 D04 3068 GT.. D OR & TRAN. BEDROOM #4 EGRESS 1 $ WF42 53 10'8" x 12'6" MS03 S 1 Q o 2 c SIM. 3/SHOW-DR- 8' CEILING a BOTH SIDES OF ENTRY a ENTRY CEILING SEE BM1 DBL 25 SH cH ELEVATION , o S-2 w L O W N I ' WICrn , _ ; 8' CEILING U7 , 0 O CL LOI 2868 M., BATH LAUN 8' CEILING W CEILING c 6'-7" 3'-5" 5'-4" 4%10" r -_ - n :t I I to HANSON00 � I p I y Box @ 36") I CN ) aO W 11 IL AFF 2468 - Jil L r I ] I 3 X 5 R LINEN H2 I D I I I i I F.G. o f SHWR I 2868 L - J DRYER VENT BW2 CZ W'H' THRU ROOF MAX DIST 35' 20'-0" � NOTE: BUILDER TO PROVIDE m APPLIANCE PROTECTION IF REQUIRED BY MUNICIPALITY. SEE SHEET 4 FOR DETAILS 03 S 1 "---------------- ; ATTIC ACCESS LOCATE IN FIELD - - 22" X 36" MIN U?I io ��� D0 M1 tCQ1134= I 0 �) N ---- ------------- 2 CAR GARAGE CN 15' 10" I0 11' 6" 8' CEILING in CD2 16" SQUARE A 1R/1SH COLUMN lit ------------------------------------ ---------- EGRESS co ' I 25 SH I � 10'-4" 7'-0" 7'-4" 7'-8" 1' 8" I I I � lo ti MS12 S-2 I ' H I11 I I ' 16x7 OVERHEAD 17'4" 7'4" 9,4„ 2' 4" 16'-0" 2,-4„ SEE DET. MS03 ON SHEET S-1. 1 ATTACHED TO CMU W/ (1) JACK STUD W/ (2) ROWS 12d NAILS STAGGERED @ 8" O.C. (HTT4 NOT REQUIRED) 5 ALT. BASE CONNECTION TO HTT4 (1) SIMPSON DSP EA. SIDE @ ENTRY ONLY M ,_8■ S-1 HOSE BIBB FLOOR PLAN. SCALE: 1/4" = 1'-0" ALL ELEVATIONS c0 N 00 00 N <O co 160 MPH OPENING PRESSURES ENCLOSED - EXPOSURE B A +27.6 / -29.9 ( ) +27.6 / -37.0 © +26.5 / -28.8 O +26.5 / -34.4 O+24.8 / -27.1 +24.8 / -31.1 O+24.3 / -27.5 O +23.3 / -26.0 NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE "ALLOWABLE" PRESSURES WALL LEGEND FRAMED WALL BEARING FRAME WALL ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. MASONRY WALL ei GENERAL NOTES N 1. R302.5.1 Door from garage into house must be a N minimum 1 3/8" solid wood door, solid or 1Etty3 Slrsji" N honeycombcore steel door, or 20 Minute fire rated door. ��z�'�`' [� . < � y A c � �. 2. Bathroom exhaust fans must vent to the exterior of �`` ` C, "IV S `r the building, exhaust to attic space and soffits is not acceptable. Ventilation shall be permitted to exit through ` �;` (:0 -78750 the soffit if solid soffit is installed 5'-0" on each side of w the venting. :3 s 3. R302.6 The garage shall be separated from the0•. S c fDf .%4 ` ~ residence and It's attic as required by Table R302.6. Q,. r% From the residence and attics by not less than 1/2-inch �'� ""•", i�:�, �"''s (12.7mm) gypsum board applied to the garage side. Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch (15.9mm) type X gypsum board or equivalent. Where the separation is a floor -ceiling assembly, the structure supporting the separation shall also _. ;: y'Ym CN W Ln O Vl kC°'SY s41 4 protected by not less than 1/2 inch (12,7mm) g w � W gypsum board or equivalent. o o 4. R312.2,1 Window sills In dwelling units, where the o 9 0 " L_ w top of the sill of an operable window opening is located g M n o E w a less than 24 inches above the finished floor and greater 9 2 ra v a a than 72 inches above the finished grade or other surface �. 2 t 0:2 LL w 1 }' r 0a [� w '3 below on the exterior of the building, the operable window w -t m 13 i4 - � N Of shall comply with one of the following [3 listed methods]. � a ' 2 = 4 o Z O Y it a~ W N f6 5. R3 8.4.2 All windowsM n H ill o: _I U n o within 2'-0" of doors and in � � J w a0 m shower or tub areas will be safety tempered glass. a r N N d On LL 6. Ceilingfor exterior entries and covered porches to 8 0 ° o P g'e� Z �d = o have 7/16". span rated OSB nailed per zone on ; . ;>' W v w to roof diagram nailing schedule or 5/8" CDX.'H www.FDSENG.coM 1X T&G acceptable for substitution. - 6 7. EC: R402.2.4 Access doors from conditioned spaces to unconditioned spaces (e.g., attics and crawl spaces) O 13 shall be weatherstripped and insulated to a level Z N N equivalent to the insulation on the surrounding ;r Q surfaces. CD 8. M1502.4.5 Duct lengthLO The maximum allowable exhaust duct length shall be ;N determined by one of the methods specified In sections C9 m M1502.4.5.1 through M1502.4.5.3 � - W 9. Ceilings for exterior entries and covered porches to be 7/16" OSB on underside of roof trusses shall be - u attached to all framing members with 2x blocking 0 w provided at perimeter. The OSB shall be attached w/ Sd \ / t!1 nails at 6" O.C. field and 4" O.C. at edges or 7d screw 1► / U-) shank 3" O.C. field and 4" edges. Vinyl ceiling to be U - N E attaches to OSB per manufacturer specifications W o $ = o m to r C OD.1 Q N O to ' A DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCI E Job information: O z to O 0) Uj y V) V A_- ca tQ fU c��I o- 3 E 2 . ■ ■ ■ ■ Q LD 0_!o JMwU) CO Model Name / Number: 2117 AREA CALCULATIONS T1Plan Issue Date: Thursday, August 26, 2021 1st FLOOR 2115 S.F. V KA PROJECT NUMBER: TOTAL LIVING (AC) 2115 S.F. 21"12006 GARAGE 432 S.F. Sheet: Of: COVERED ENTRY (BASE) 46 S.F. 2 COVERED PATIO/LANAI 200 S.F. FLOOR PLAN TOTAL AREA UNDER ROOF 2793 S.F. GENERAL FOUNDATION NOTES (U.N.O.) g Pt�OVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2 4" 2500 PSI CONC. SLAB W/ 6X610/10 W W M, OR FIBERMESH /FIBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND NER-284 FOR FIBERMESH OR NER-414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER. GC SHALL PROVIDE APPROVED SOIL OR BORATE TERMIT TREATMENT, 3 0 INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR. TO BEAM W/ (1) #5 REBAR TYPICAL ABOVE SLAB. HOOKED FTG. DOWELS 17" EMBEDMENT W/ 30" EXT. ABOVE SLAB. 4 CONSULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE U.N.O, ON PLAN. 6 CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONCRETE OR IN EXTERIOR CONDITIONS), CONTROL JOINTS TO BE 1/8" SAW CUT A DEPTH OF 1/4 OF THE THICKNESS OF THE SLAB AND SPACED MAX. 10' APART. FILL CUT W/ APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. 7 NO WOOD STAKES PERMITTED IN FOUNDATION. 8 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. 9 ALL FOOTINGS SHALL BE MIN 12" BELOW FINISHED GRADE SECTIONS R403.1.4.1 THROUGH R403.1.4.2. 10 MASON TO COORIDATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB 11 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY 12 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR) THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. FOOTING SCHEDULE MARK SIZE DEPTH REINFORCING GRAVITY CAP,Ibs F1.0 1'-0" X CONT. 1'-0" 2 #5 E.W. BOT. 2000 F2.0 2'-0" X 2'-0" 1'4" 3 #5 E.W. BOT. 7200 F25 2'-6" X 2'-6" 1'-0" 3 #5 E.W. ROT. 11000 F3.0 3'-0" X 3'-0" 1'-0" 4 #5 E.W. ROT. 15600 F3.5 3'-6" X 3'-6" 1'-0" 4 #5 E.W. ROT. 21500 F4.0 4'0" X 4' 0" 1'-0" 5 95 E.W. BOT. 28000 F4.5 4'-6" X 4'-6" 1'-4" 5 #5 E.W. ROT. 34500 p5,0 5'-0" X 5%0" 1'-4" 6 45 E.W. ROT. 42500 F6.0 6'-0" X 61-0" 1'-4" 7 #5 E.W. DOT. 61500 LEGEND INDICATES SINGLE -STORY FOOTING INDICATES TWO-STORY FOOTING INDICATES PAD FOOTING 3" VTR 1 1/2" VTR . --.. 4 4 /•1-IN rrr3 2" PLUMBING RISER RHG r C FOUNDATION PLAN SCALE: 1/411 =1'-0,, ALL ELEVATIONS D W n V W [Q 00 Mpg+ U E .5a of c� � (p N A q/.�� N (� O1 J LL. �! LL cpiro�N S �Nr 1A W fZ `p' "�.�L 'p"fiQ Q -N5@�~ c y p m O J W 5m5 w g�{j 00 LO N�N� LL m a J m Q US i70'• W a OU Cn _ 0 d m a y " p 0 V7 WWW.FDSENG.COM z z o Z N 10 Z N Q W Z cq 4 (D �i cn LJJ C 4�' .' S 0 M W '�6 UOCL F -.'' J C) LIJ 0 r ,. .11, 2 Q N O USA 44011A\DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCI E ♦ Job Information: O z �LO 0) WL 0 V > N n' 3j E v z p_ILd m o ♦ Model Name / Number: 2117 ♦ I Plan Issue Date: Thursday, August 26, 2027. ♦ KA PROJECT NUMBER: 21-12006 Sheet: 3 Of: FOUNDATION PLAN 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 = 2115 x 3 5574 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASH ER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 300 GEN LIGHT'G & RECEPT. + APP. CIR. = 34,995 SUBTRACT 100 % OF FIRST 10,000 10,000 A= 24,995 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 24,995) = 9998 + 100% OF "B" = (20,000) = 20,000 TOTAL WATTAGE = 39,998 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 167 LOCATION OF BARRIER TO BE 1'•0' IN FRONT OF MECH. OR APP. WHEN REQUIRED MIN.2.1/2" DIA. SCH. 40 SI EEL PIPE GALVANIZED. WATER HEATER PROTECTION MIN. 4' DIA.. SCH. 40 STEEL PIPE FILLED W/ CONCRETE FOR GAS ,4)%"x4!P•WEDGt ' WATER HEATER PROTECTION A A NCHOR SOITSW% MIN.. MAX. 3" EMBEDMENT 0. 0 TOPOF&AB .1 5 x 5 x 3MR STEEL SASE N II SLATE 4 ICI 14' MIN. DIAME'ER CONCRETE ,�. SECTION &A ,_,_ •� FOOTING FM24 PROTECTION BARRIER N.T.S. ASSUMED EDGE OF WALL Q H 2x6 WALL (FLOOR TO CEILING) USE 2 RED HEADS TO ANCHOR WALL FM24.1 ALTERNATIVE PROTECTION BARRIER N.T.S. COACH LIGHT - - — - — - — - COACH LIGHT ELECTRICAL PLAN SCALE: 1/4" = 1'-0" ALL ELEVATIONS ELECTRICAL NOTES. UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42"AFF RANGE 2" AFF 2. 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 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 M CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTORCOMBO UNIT $3 THREE-WAY SWITCH / FLOOD LIGHT $4 FOUR-WAY SWITCH $DM DIMMER SWITCH FLUORESCENT LIGHTING - CEILING MOUNTED FIXTURE TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE o CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT LU '2 DOOR BELL CHIMES (� WP WATER PROOF W/ GROUND FAULT v O— DOOR BELL 220 VOLT OUTLET ® SPECIAL SERVICES OUTLET D0 DISPOSAL N❑ T.V. CABLE OUTLET DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER 0 RECESSED LIGHTING J JUNCTION BOX WP WATER PROOF O RECESSED LIGHTING THERMOSTAT BATH FAN O LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT I 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 150 OR 200 AMP SERVICE 150 = #1 COPPER OR 2/0 ALUMN. 200 = 2/0 COPPER OR 4/0 ALUMN. IN 2" CONDUIT METER MAIN DISCONNECT 150 OR A/C DISCONNECT UNDERGROUND 200AMP SERVICE BY POWER COMPANY # 14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL # 12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE INTERSYSTEM # 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. vi CV 0 N e N t'aA Q ED (0LO � 0 � 00 g w Sam ,�0'13 c �m O OLO�fJ �2 W Wa F4p. rn Q ca"N W >? ULL� Of 0J�t a Uj y O 09 L V C E C C Gl Vl ilYY m s 0 (Gnp J5 J ova ae 3 ffi3� 0@ U o a to F- O m m m w U F° WWW.FDSENG.COM z z 0 — o C3 z o 10 Z N N a :L- a ei) — L0 z ^ N ` V) (D m cn Lw �U— � Al- Qo 0 w � L� vcaa .IG�1ff3 '— _j m C) �N E 20 V 00 U w Q N O USA � �,µ,: "\CLAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCI E 111 Job Information: I 0 z W z C O LO t1) 04 � a f6 ' tQ E N ...... I— se 0 m °- O _j W C'n 00 I° JMW(1) 1 ♦ I Model Name / Number: 2117 11 I Plan Issue Date: I Thursday, August 26, 2021 O KA PROJECT NUMBER: 21-12006 Sheet: 4 Of: ELECTRICAL PLAN VENTILATION CALCULATION Formula = SF / 300 / 2 * 144 = net sq inches of venting needed equally for Intake and exhaust 0 12 48" OFF RIDGE VENT 6 ALL OF BLOCK JJI DOW HEAD HEIGHT — - — - — - --_------------------------ El 00 LITE TEXTURED DECORATIVE 33/2 SH �0 CEMENTITIOUS COATING 25 SH FIN. FLR. LEFT ELEVATION "CR" SCALE: 1/4" TOP OF BLOCK — - — WINDOW HEAL 0 00 io FIN. FLR. HLIUHaH-I III (2) 25 SH (2) 25 SH 48" OFF RIDGE VENT 48" OFF RIDGE VENT NG @ ENTRY BEARING @ GARAGI % _ FIN. FLR. (2) 25 SH 2868 PATIO DOOR 2, 4" DECORATIVE CULTURED STONE VENEER TYP. ALL PLACES SHOWN 12 ��ALL 5 WINDOW HEAD HE LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 25 SH REAR ELEVATION "ALL" SCALE: 1/4" = V-O" TOP OF BLOCK 60 yW DQW HEAD �GT- COLUMN DETAIL SCALE: 1/2" = 1'-0" 2' 4° 2' 4" L 2' 4 , DECORATIVE CULTURED - STONE VENEER TYP. ALL PLACES SHOWN 48" OFF RIDGE VENT TOP OF BLOCK O a0 FIN. FLR. DECORATIVE CULTURED STONE VENEER TYP, ALL PLACES SHOWN a v N 25 SH — BEARING @ ENTRY BEARING @ GARAGE 0 60 -FIN. FLR._._, LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 0 0 33/2 SH 3068 DOUR W/2 1068 SIDELITES W/ 5016 TRANSOM ABOVE 48" OFF RIDGE VENT 12 \ALL 6 25 SH 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) 2793 s.f. Total needed for exhaust for upper 1/3 670 het sq inches Total needed for intake soffit area, lower) 670 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) 37 Lineal Feet of Soffit needed to meet required 122 Lineal Feet of Soffit provided by plan 182 -- _ — - — - —WINDOW HEAD HEIGHT ----_--_-- 12 AALL 6 TOP OF BL --N.- IN. FLR RIGHT ELEVATION "CR" SCALE: 1/4" = 1'-0" a Mimi WIN -1 FENIM �! INTO- IMIMIMINI E (2) 25 SH1�-- LITE TEXTURED DECORATIVE 16x7 OVERHEAD CEMENTITIOUS COATING FRONT ELEVATION "CR SCALE: 1/4" =1'-O" O 00 i9 `q�;4`IS�iS{g�� CA CA A" 011 G3: P B750 �0 F ST 4a: '•, F- :gyp • �� j � � e ``: . a • _ �p � r'1 ro 00 v ®ewt aAR CO r DD ,� L0 00 r— cli co p m A _� �'edgs eke' `� 4. •; N n c LiJ a- �� a W VS � A B ' .2 Q. iLU n 3: Y j�Y Are V u T le o ° o N wc2t_a , cd. WmN .Nm.. Fa 00N OJ . g IF nx Q o L, - V) 00 v n2��d Q CJ o��o v WWW.FDSENG.COM ❑ ❑ ❑ LO Waft z O Z O ����II 1111M�ii1111!!�� Q all, J (5 a LO Z N MI. QXLU ♦J _T ' W O c o U _ N ....... t 00 v r 2 %! V 00 Q N OWO 1, A DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCI E Job Information: N O F I UE r)r z �LO W LO 0) U M `'9 M � C cv m a; N t]. 'S >_ e .. — O J Lij m - ao �. Model Name / Number: 2117 Plan Issue Date: Thursday, August 26, 2021 KA PROJECT NUMBER: 21-12006 Sheet: 5 Of: ELEVATION - CR SEE DET. TB03 FOR WIND! < 155/c M G.C. TO PR( BLOCKING - W/ APA RE( FOR SPAN F SHEATHING SEE "HIP/P BLOCKING" 0 z 20'-0" MAX 20'-0" MAX FOR WIND SPEEDS 4 155/C MPH ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING THICKNESS IS 15/32".) IF 15/32" IS USED, THEN THE ALTERNATE BLOCKING ;PEEDS )'H )VIDE '0 COMPLY ;OMENDATIONS ATING OF IDGE DETAI L EQ. 0 0 z iii O EQ. DETAIL X" BRACE TBOI SEE LCONTINUOUS BRACING 2 X BOTTOM 4 MIN, SEE CHORD DETAIL TB04- 0 BOTTOM CHORD GABLE END BRACING @ OP CHORD 2X4 #2 SYP 4'-0" O.C. MAX. FOR FIRST (4) BAYS BLOCKING Ca 16" D.C. MAX NOTE: FOR FIRST (4) BAYS 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED - WAIMe ^110n AV 1 CA&V af%DL nu -rur WOn 2) "T" BRACING MAY BE USED IN PLACE Or PERIWANEN III BRAGINQ rmwvlw-&w 11 ­% I 116.1111601a WTI." ft I TBO5 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 525ft WIND SPEED (ULTIMATE) 160.0 MPH WIND SPEED (ALLOWABLE) 123.9 MPH EXPOSURE CATEGORY B EFFECTIVE WIND PRESSURE AND SUCTION (1PSF) HIP ROOF >20 TO 45 DEG, WIND AREA VALUE DENOTES PRESSURE (4:12]-[12:121 (SO FEET) VALUE DENOTES SUCTION amm4ft AREA ROOF 2n 2r 3 3e 3r a 2e 1 10HIP 37.02 -51.06 -51.06 -51.06 -1 F-GABLE -37.00 -371 -58.99 -76.03 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILED ZONE 1: ASTM F1667 RSRS-03 (10d) NAILS @ 61- O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r ASTM F1667 RSRS-03 (10d) NAILS @ 41' O.C. ON EDGE AND 4" O.C: IN FIELD ZONE 3,3e, 3r. ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C, ON EDGE AND 4" O.C: IN FIELD ROOF SHEATHING SHINGLE: 1232" EXP. I (12o) ILLF., lad' EXP. 1 ('20) NOTE: 1 PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 18"x0.113") NAILS 00 Fia BE 2 WHERE THE SHEATHING THICKNESS IS GREATER THAN 1532", SHEATHING SHALL BE FASTENED - 5a WITH ASTM F1667 RSRS-03 10d (2Y2'x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x.120") NAILS 111+ #a_�# _#9+ a=411 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTILOOKER GABLE ROOF > 20 TO 45 DEG, RAFTER W/ BLOCKING @ 16" O-C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:121 @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. ENI • 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 ;-a" SPACE 15 RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 19". NAIL AT BASE 2 ROWS@ 4" O,C.w18d COMMON NAIL. NAIL AT TOP PLATE TWO ROWS@ 4" O.C. w/ 8d COMMON NAIL. NAIL OPENING PERIMETER w/(2) ROWS 0 4' O.C. wl8d COMMON NAIL. DO NAIL INTERIOR AT 6" O.C. W/ Bd COMMON NAIL. O STAGGER ALL VERTICAL JOINTS 8 NAIL @ 4" O.C. w/ 8d COMMON NAIL. O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER wl 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. @ (2) Sd NAILS @ T' O.C. TO EACH TRUSS END OR 0 VERTICAL MEMBER IF GABLE END. 15/32" OSB - EXPOSURE1 SHEATHING PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET FLOOR SYSTEM 2x RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131 " X 2 1/2". DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 18" I (2)- 2x TOP PLATE BEYOND 11132'OSB EXPOSURE I SHEATHING ------------- - ------------------ --------------- SOLID 2x BLOCKING F_ jl II II II II I LU 0 CALL SHEATHING LU LLj III I I EDGES x -i TO III III II II III " (SEE SECTION X-X) PIII III VD1111 jjl C 11 Ili1111 III III OPENING III II II II I III II I II II LL III III L IN III IN III II 1 E I I I I 2x STUDS BEYOND. Ld SEE PLAN x I H o ii 0 VERTICAL HORIZONTAL WALL ELEVATION DIAGRAM 30 NA SPACIN _V4' 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING '_-­2.4 P.T. BASE PLATE BEYOND SEE PLAN t a Ow 0 I- r M 0 N LU 20 LL M 0 -W Ir LL L, AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7116" FLITCH PLATE TO W1 (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W1 (4) 8d NAILS (2) 8d NAILS @ 3- O.C. STAGGERED VERTICAL BLOCKING SECTION X-X TB13 I WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES1 N.T.S. CONNECTOR SCHEDULE FOR: ADAMS HOMES - 2117 ELEV CRw/ 10'x 20' PORCH TRUSS ID BEARING POINT TRUSS ACTUAL UPLIFT CONNECTOR ID CONNECTOR UPLIFT DESIGN RATING FASTENERS NOTES A02, A03, A05, A07, A09, All, A13, CJI - 05, L/R -743 #or less HETA16 / PER TRUSS MFR 1810# (9) 10d x 1-1/2" Efl, HJ7 CJ1P - 05P, E.17P, H.17P L/ R - 423 #or less H10A/ PER TRUSS MFR 565# (18) 10d x 1-1/2" A01,B02,CO6 L/R 801 #or less HETA16 /HETA16 1810# / 1810# (9) 10d x 1-1/2" (9) 10d x 1-1/2" A04,A06,A08,A10,Al2,A14,B03 L/R 655 # or less HETA16 / H10A 1810#/ 1040# (18) 10d x 1-1/2" A15 L/R 1897 # or less (2)HETA16 / PER TRUSS MFR 2365# (12)16d (12)16d A16 L/ R' 1642 #or less (2)HETA16 (2)HTS20 2365#/2620# (48) 10d x 1-1/2" (48)10d x 1-1/2" P03 L/ R 1301 #or less (2)HTS20 (2)HTS20 2620# / 2620# ( 8)10d x 1-1/2" (18) 10d x 1-1/2" PO4 L/ R 738 # or less HlOA/ HIOA 1040#/1040# (18) 10d x 1-1/2" (9) 10d x 1-1/2" C01 - CO3 L/ M /R 513 #or less HETA16 HETA16 / H10A 1810#/ 1810#/ 1040# (9) 10d x 1-1/2" (18) 10d x 1-1/2" (26) 16d x 2-1/2" 5/8" ATR w/12" EMBEDMENT C04 L/ M /R 3897 #or less HTTS HTT5 / MTS12 5090# / 5090# / 990# (26) 16d x 2-1/2" w/Sl MPSO N "SET" EPDXY @ (14) 10d x 1-1/2" HTT5 B01,C05 CONT. BRIG. 175 #or less NAILS 462# 16d @ 4" O.C. SEE DETAILGE0I/S-4 A16 SUPPORT COLUMN R 1642 #or less DTT2Z 2145# 1/2" WA. (8) 1/4" x 1-1/2" SIDS SCREWS TRUSS MANUFACTURER: LrQUiId/BFS DATE OF LAYOUT: DATE OF TRUSS CUT SHEETS: 8/19/21 L= LEFT, R =RIGHT& M =MIDDLE BEARINGS. BEARING LOCATIONS ARE REFERENCED TO TRUSS MANUFACTURER'S TRUSS DRAWINGS. ALL CONNECTO RS ARE SIMPSON PRODUCTS FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 D. SIMPSON - CONNECTOR SCHEDULE USP - CONNECTOR SCHEDULE qARK TYPE CONNECTOR S FASTENERS SPF SYP CONNECTOR & FA87ENERS SPF SYP OFRAME TO HETA16 4 MI Od x 1 Vz, OR 1810 HTAI 6 wl (10)10d x 1 12" OR 1585 1870 MASONRY HETA20 wl (9)1 Od x 1 1/2,- HTA20 wl (10) 1 Od x 11 2" O FRAME To H2.5A./(10)8d NAILS 535 565 RTIAW/ (10)80 NAILS 615 bab FRAME FRAME 70 HIGA ./(18)10d x 1 112" 1015 1040 R716A.1(17)10d x 1 1/2" 895 1020 FRAME H10A-2 will 8)10d x I 1/2'A7 2 PLY TRUSSES 930 1080 RTI 6-2 will 6)1 Od x 1 1/2"AT 2 PLY TRUSSES 935 1060 FRAME To M7Sl2.1(14)10dxll/2"(AT EXTERIOR a60 990 MTW12.1(14)*Dd x 1 112- (A7 EXTERIOR 1006 1195 FRAME LOCATION INCLUDE (3)12d TOENAILS) LOCATION INCLUDE (3) 12d TOCNAILS) OFRAME TO MGT W(22)1 Od NAILS AND Eff- A.T.R. wl IT 3330 3*5 MUGT16 w/129L1 Od NAILS AND 5/8" A.T.R. .1 3330 4495 MASONRY rMOGDMEN7 w/ SIMPSON "SrT'EPDXY ! TEMSEDMENT wJ SIMPSON'SET"EPDXY FOFRAME To HTS20w1(24)10d x' 1/2"(AT EXTERIOR 1125 1310 HTW20w/(24)10dx 1 1/2" (ATEXTERIOR 1285 1530 FRAME LOCATION INCLUDF(3)12dTOFNAtS LOCATION INCLUDE (3)12d TOENAILS FRAME TO (2) HTS20 W(49)1Od x 1 UZI (AT EXTERIOR 2250 1 2620 (2) HTW20 wl(48110t . 11/2" (AT EXTERIOR 2570 3 060 FRAME LOCATION INCLUDE (6)12cl 1 OENAILS L, CATION INCLUDE (8)12d TOENAILS (EA)O HGT 2 wl (16)IDd NAILS AND (2) 5/8' A.T.R. HUGT2 wl (16)10d NAILS AND (2) SIT' A.T.R. FRAME 70 W 12" EMBEDMENT W/ SIMPSON "SET' I 10690 w! 12" EMBEDMENT W SIMPSON "SET" 7020 9790 MASONRY EPDXY (HOT-3 FOR 3-PLY) I EPDXY (HUGT3 FOR 3-PLY) O FRAME To FGTR wJ (18) 1/4" x 3" 5133 WOOD SCREWS 3400 4726 RFUS, W/ (12) WS3 WOOD SCREWS AND 7100 MASONRY ASONRy AND (2) 1 IT .5'TITEN HD ANCHOR BOLTS (4)3/0x6"WEDGE-BOLT (1) LGT2 W/ad SINKEnS FRAME TO & (7) 1X'x 2-1/4" 717EN 2 1760 2030 MASONRY (SEE NOTE#$ BELOW) FRAME TO MASONRY/ (2) LGT2 W (32) 1 8d SINKERS & (14) 114"x2l/4"TITEN (2 PLYTRUSS) 3500-M 4060-M (2) LUGT2 W (32) 16d SINKERS & (10) 1/4" x Y'WEDGE-DOLT (2 PLY TRUSS) 3100 M 3100 M 3240-F 3770-F 3800-F 4520-F FRAME OR (28) lad SINKERS FOR FRAME (EA) OR(32) 16d SINKERS FOR FRAME (EA) FRAME TO MASONRY] (2) LG73 w/ (24) 114* x TSOS SCREWS & TS) 3/8!'x FTITEN (2 PLY TRUSS) 4730-M 6570-M (2) LUG73 W (24) lAr x 21/2"WS25 SCREWS & (4) 3W x 5"WB 12 PLY TRUSS) 8480-M 705710-M FRAMF D R (52) 16d SINKERS FOR FRAME (EA) 6TI60-F OR (561 16d SINKERS FOR FRAME (EA) 6480-F 70-F BEAM TO HU410 OPT HUC410 W (18)16d A (10) 10d G002880 H D41 0 OPT HOT 101 F ,(20) 1 (Id 8 IT 0) 1 Od (3#308( O BEAM NAILS J#1%S NALS U#1950 TO H U41 0 OPT H UG41 0 W/ (18) TITE IN G"500 HD41 0 OPT HD4 101 F wi (20) 1/4" x 3" G#33SE OBEAM MASONRY 114" x2 314" & (10) 10d NAILS Umsoo WFDGF-801 T 8, (10) 10d NAILS U#960 BEAM70 HU46 OPT HUC46 w1 (6) - Od NAILS & C,"540 G003000 HD46OPTHU46w/(6)10dNAdL9 IT, G#1625 G00201t MASONRY (12)114'x2314"TITEN(TO MAS.) U#980 U#1 135 (12) 114' x 2 3/4' TAPCONS (TO MAS .) U#1030 U#850 FRAME OR (12) 1 8d & (6) I Od (FOR FRAME) SYP.F SYP.M OR (12) 16d & (6) 1 Od (FOR FRAME) SYP-F-- -SYP-M FRAME TO (2) HETAI 6 OPT (2) HETA20 1920 1920 (2) HTA16 OPT (2) HTA20 1870 O1-PLY.1 MASONRY LITT) I Od x 1 112"OR 2365 2365 1-PLY w/ 10) 1 Od � I 1/2'OR 2430 2-PLY w/(12)16c 2-PLY W, (� 2) 16d HTSM10 wl (8)10d NAILS AND (4)114"x2 I/W 965 1110 RTWM16 w/(S)10d NAILS AND (4) 1/4"xl 3/4" 1146 1225 FRAME TO 7APonCONS WEDGE-BOLT O MASONRY HTSM20 wf(10)10d NAILS AND (4)1f4--x2 '14" 965 1110 OR HTWM20w, (10)10d NAILS AND (4)114"XI 3/4" 1 IAPC04S I WEDGE-UOLT 1145 1225 FRAME TO HIOS w/ (9) ad xI 1_/2'MAILS AND (2) 318W" 780 910 MASONRY ITAN HD DTT2Z 1/ (8) 1/4" x1 1/2" SDS WOOD DTB-TZ .1 (9) 1/4" x1 1/2" WS15 WOOD O FRAME TO SCREWS AND(1)1/2' 0 A.T.R. EPDXIED W/ 11135 2145 SCREWS AND(1)12" 0 A.T.R. EPDXIED w/ 1510 1835 MASONRY SIMPSON 'SET" (STIFF NOTE #4) SIMPSON "SET" (SFF NOTE #4 HTT5 W (26)16d)Q MT NAILS AND (1) WE' 0HTT46 W/ (26)16d x2 112" NAILS AND (1) 0 FRAME TO A.T.R. EPDXIEDwi SIMPSON "SET, 4375 5090 IT 5/8"A.T.R. EPDXIED wl STPSON "SET' - 5005 MASONRY ( SEE NOTE #4 BELOW) IS _NoT= Jt4 BELMOM HTT4 W/ (18) 16d # 1/2" NAILS AND (1) 5/8" 9 HTT45 wl (18) 16d X2 '/2" NAILS AND (1) 0 FRAME To AT.R. EPDXIED w,' SIMPSON "SET' 3640 4235 5/8`0 AT.R. EPDXIED wl SIMPSON "SET' 4160 MASONRY (SEE NOTE #4 BELOW) (SEE NOTE 04 BELOW] O FRAME To WITS w/(24)10d xI 1/2* NAILS 785 910 LUGII I w/ (23) ad A 1/2'NAII-S 875 1045 FRAME 0 FRAME TO HM9 KT w/ (4)1/4"x1 1/2-SDS WOOD 760 700 R716Mw/(9)10dx1 1/2"NAILS & 1395 1395 MASONRY SCREWS & (5)114"x21/4' TAPCONS (4) 1/4" x 13/4" 7APCONS FRAME TD VGT w/ (16) 1/4'x3" SDS WOOD SCREWS & "SET" 0 MASON (1) 6/8"if A.T.R. EPDXIED W/ SIMPSON 3655 49�0 wl 12' MIN. EMBEDMENT FRAME TO (2) VGT W/ (32) 1l4'k3" SDS WOOD SCREWS 0 MASONRY a (2) BIWO A.T.R. EPDXIED w/ SIMPSON 5170 7185 "SET' W/ 12" MIN. EMBEDMENT FRAME TO Vc3T W (1 IT) 1f4'xS" SDS WOOD SCREWS & VUGT15 wl (22) 10d INNILS & HTT45 wl (18) 0 FRAME FDU4-SDS2.5 / (10) 1/4.W 12" SDS WOOD 3285 4565 10d RAILS & (1) 518" 3 A.T.R. 4160 SCREWS & (1) WTI" 9 A.T.R. I FRAME TO (2) HTT'5 wl (62) 1 8d"x2 1r2- NAILS & i 4375 1 SWO (2) H Sw/(52) 1 Ild"X2 1/2' NAILS $005 FRAME (1)SIVOATA. (SEE NCTr44) & (2)518`6 AT.R. (SEE NOTE 44) 1. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALLS I BEAMS WI(2) 12d TOENAILS. 2, ALL TRUSS TO TRUSS CONNECTIONS ARE PROVIDED BY TRUSS MANUFACTURER, U.N.0 ON PLAN. 3. B.C. MAY USE EITHER SIMPSON OR USPCONMECl IONS, SEE FRAMING PLAN FOR CONNECT OR CALL OUT. 4' FOR SINGLE PLYTRUSSES, SCAB ON FULL HEIGHTSYP 0 TA" 70 TRUSS VERTICAL WEB wl (2) ROWS OF 10d NAILS@ 3-O.C. STAGGERED. 5. 12" MIN. A.T.R. EMBEDMENT@ CMU BOND BEAM U.N.O. 6. SCAB TRUSS CHORD .14'-0"2.SYP #2 (MATCH CHORD LUMBER SIZE).1I (2) ROWS 10d @4' FROM END &WO.C. STAGGERED; CENTER AT CONNECTOR LOCATION AS MUCH AS POSSIBLE. 0 MINIMAL C014WCTOR UNOONFRAYING PLAN 1. CONNECTION FOR ALL ROOF/ FLOOR TRUSSES 70 MASONRY WALLS/ LINTELS1 ICF WAL0 UNO ON PLAN 2. CONNEC71ON AT 24" OR 32"O.C. PENDING VFRTICALS FOR AT L FLOOR 7R"SFS PARALLEL TO MASONRY WALLS SEE DETAIL F9121S3.1 FOR MORE INFORMATION 3. CONNECTION FOR ALL HIP JACK (CORNER JACK) TO MASONRY WAU_S/ICF WALLS/UNTELS 4. CONNECTION FOR ALL CONTINUOUS RIM BOARD TO TOP OF MASONRY AT 32" O.0 MAX. W (2) AT EACH CORNL.H. G.C. 10 VERIFY LOCATION DOES NOT CONFLICT WIJI (IF APPLICABLE) LAYOUT 5. CONNECT ALL FLOOR TRUSSES TO INTERIOFI BEARING WOOD WALUBEAMS w/ (2) 12d TONAILS Q MINIMAL CONNECTOR UNO ON FRAMING PLAN 1. CONNECTION O MINIMAL CONNECTOR UNOONFRAVING PLAN 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. OR CONVENTIONAL FRAME ROOF.(SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPEAND OTHER INFORMATION. 2. THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2X4 #2 SYP WITH (3) 10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH 8d NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 --- NOTE TO FRAMER - - - IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FDS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 REFER TO ROOF PLAN & ELEV'S. FOR O.H. DIST -METAL DRIP EDGE C.M.U. OR ICF WALL D 2 x SUB -FASCIA WALL SEE TYP. WALL ALUM FASCIA SECTION _ I \`2x BLOCKING NAILED 2x2 #2 P.T. MIN. FASTENED TO TOP CHORD OF EVERY PER NOTE! 2 BELOW. OTHER TRUSS w/ (3) CONT 2 x 4 NAILED TO C7 12d NAILS, TYP - (* *) (* * *) BLOCKING w/ (2) 12d NAILS -CONTINUOUS SOFFIT G.C. TO VERIFY SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENT AND CLADDING LISTED IN THE DESIGN CRITERIA ON COVER PAGE 2x2 #2 MIN. P.T. W/ JLCHANNEI, SECURED AT 24" O.C. FASTEN TO CMU W1 3/16"x3" TITEN 2 AT 1W O.C. (IF WOOD WALL, FASTEN W/ 0.148"X31A" AT 3. (F) CHANNEL APPLICATION: 2x2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE THE PRODUCT APPROVAL FOR INSTALLAION DETAILS1 (**)ALUMINUM SOFFITS> 1'-4" BLOCKING REQUIRED. I ff(*�*) VINYL SOFFITS> 1%0" SHALL HAVE MID FOR SOFFITS < 1'-4" MID BLOCKING NOT REQUIRED MID BLOCKING PER R704.2.1 TYPICAL SOFFIT SUPPORT DETAILI :3/4" = l'-O" L E 101ko 1.o�, __7 o 87 T AT E OF I'l, " , (D CN oIn V-1 00 r- 'a UJ 0 1­ 00 0:2 - LC') 00 rl- . 0 09 C4 1-4 aj _J rn gn LL 4 - c W 6 CO 62g 2 7g 0 -c ov; Uj lI] ao: -o, 0 Q.- z -g f - IT dim oaT -0 13 F_ E LL Oz. 1­ 2 M C) , w 0 w w 0 1 - , , , ,x w In -j LIT M, < 0 I M 42 a 5 z VIWW.FDSENG.COM 0 n 1:31 0z 13 0 zo 0 cli 10 7- C-4 < all LO z P_ CNI jo L"11 M 4- LLJ 'D tj 0 LLJ .IIII.. � '- � m V) CA LU 0 00 Do U OBI' IT) �3 X Of < (N c; pw 4011) A ,--NDAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE V Job Information: rr, 0 z �Ln Ln LJLJ 0 V) 0) > CL. 4� M tt= M E 0 z se a. 0 _j LLI 00 t U_ _j M (1) (f) FVT-Model Name Number: 2117 V I Plan issue Date: Thursday, August 26, 2021L VT KA PROJECT NUMBER: 21-12006 Sheet: 6 ROOF PLAN CR LINTEL BEAM: 1 COURSE LINTEL BLOCK W/ 1 # 5 NON-SHEARWALL SEGMENT BAR & 3000 PSI GROUT, MIN. 25" 1 1 1 1 1 .11111 LAP (ACI 530) 10 1 I (I I j 1 TYPICAL SHEARWALL SEGMEN I 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 MS021 TYPICAL SHEAR WALL SECTION N.T,S, "CONC- 000 P.S,I. AR CONT. SIMPSON SP4 W/(6) 10d X 11/2 SP6 OR SP8 FOR 2x6 AND 2x8 WALLS 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 8" C,M.U. -11 2"x 42 SYP/SPF P.T. W/ (3) 1/2" X 8" '7" BOLTS OR (3) 1/2" X 6" EXPANSION ANCHORS OR (6) 3" X 1/4" TAPCONS OR (8) 2 7/8" HILTI TIX-DNI NAI LS 2x BASE PLATE SEE PLAN FOR MORE INFO MS03r-r4fMIVIL: kv-^[/Liviki/'JI I"n %I ..- ,v N.T.S. AAAOf%lkIr3V AINIC(`TInki T1CTA11 20" MIN. LAP #5 REINF. BAR 9 #3 OR #4 REINFORCING 1l BAR #3 & #4 LAP SP I . i 25" MIN. tAP 1--Lsze-1 �— ... #� STD. 20° HOOK #5 AE 4Pl REINFORCING BAR CE SCALE:t"=1'-O" 36" MIN. LAP #6 REINFORCING BPI-- *GIRADE 40 U.NA. 96 LAP SPLICE MS05 REBAR SPLICE DETAIL - GRADE 40 N.T.S. ATTACHMENT REQUIRE ENTS SIZE TAPCONS SPACING # 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 28/4" 12" O.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. PRECAST LINTEL w ' a (2) 2X P.T. BUCKS Wj 1/2" O.S.B. BETWEEN i FASTEN PT 2X , NAILER TO MASONRY 1 IF DOUBLE 2X NAILER IS USED, USE 1/4"X 4 1 /2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED LKS11 I 2x BUCK DETAIL N.r.s. LINTEL CHART w/ GRAVITY & UPLIFT LOADS FOR: 2117 CR w/10' x 20' Porch STANDARD LINTELS LINTEL MARK LENGTH SAFE GRAVITY LOAD (# PLF) APPLIED GRAVITY LOAD (# PLF) SAFE UPLIFT LOAD (# PLF) APPLIED UPLIFT LOAD (# PLF) BEAM COMPOSITE 1 171-411 950 125 PLF 405 50 PLF 8F16 - 1B / 1T MIN. 2 41-611 ` 6113 125 PLF 2707 50 PLF 8F16 - 1B / 1T 3 7'-611 2661 781 PLF 1624 192 PLF 8F16 - 1B / 1T 4 31-611 6113 2365 PLF 3524 1532 PLF 8F16 - 1B / 1T 41_611 6113 168 PLF 2707 93 PLF 8F16 - 1B / 1T 6 71-6f1 ` 2661 1469 PLF 1624 787 PLF 8F16 - 113 / 1T 7 41-611 6113 1389 PLF 2707 328 PLF 8F16 - 1B / 1T g 4'-4"REC 5206 778 PLF 2362 400 PLF 8RF14 - 113 / 1T 103 'S R"AR AT TOP MITL [U R#Q'D I-U1" C -tAR 0 a �* GROUT S r4"AR AT COTTOM 0 OF I.IN110- CAVITY COTTOMI RF INFORGINC" 1-8Ja"ACTUAL PROVIDpP M LIWK- (vARIEe) s" KOMNAL WIDTH TYPE DESIGNATION F " F111ED WITH GROUT / U " UNFILLED INT R';I QUANTITY. OF EBAR AT COTTON Or GAVITT SF16-18/iT 4IOMNAI. WIDTH QUANTITY OF'a NOMNAI. 4EIGH1 WXBAR AT TO - MATERIALS 1: f'c precast lintels = 3500 psi. 2, f c prestressed lintels = 6000 psi. 3. Pc grout - 3000 psi w/ maximum 3/8" aggregate, 4. Concrete masonry units (CMU) per ASTM C9O w/ minimum net area compressive strength = 1900 psi. 5. Reber provided in precast lintel per ASTM A615 GR60. 6, Reid rebar per ASTM A615 GR40 or GREIO. Prestressing strand per ASTM A416 grade 270low relaxation. 7, 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. GENERAL NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. installation of lintel must comply with the architectural end/or structural drawings. 4. Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except hotels 17'-4" and longer with a nominal height of 8" meet or exceed L/180, 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirups are welded to the bottom steel for rnechanlcaianchorage. 8. Cast -in -place concrete maybe provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 31-8 and ACI 530 10.1-intel min. depths are called out on lintel plan. If contractor installs a deeper linte! than Indicated on the plan, doing this increases the strength of the lintel and Is approved without engineering letter. if a smaller lintel is Installed contact FOR for approval. SAFE LOAD TABLE NOTES 1. All values based on minimum 4" bearing. Exception: Safe loads for unfilled lintels must be reduced by 20% if bearing length is less than 6-1/2" Safe loads for all recessed lintels based on 8" nominal bearing. 2. N.R. - Not Rated. 3. Safe loads are total superimposed allowable load on the section specified. 4. Safe loads based on grade 40 or grade 60 field rebar. 5. Additional lateral load capacity can be obtained by the designer by providing addional reinforced masonry above the precast lintel. 6. One #7 rebar may be substituted for two 95 rebars in 8" lintels only. 7. The designer may evaluate concentrated loads from the safe load tables by calculating the maximum resisting moment and shear at d-away from the face of support. 8, For composite lintel heights not shown, use safe load from next lower height. 9. All safe loads In units of pounds per linear foot. PRECAST "U" LINTEL w/ 3000PSI CONC. GROUT SHALL BE FLUSH AT OPENINGS SEE GENERAL CONCRETE WITH TOP OF WALL LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT HURRICANE n 101, STD.90 HOOK ANCHORS ` jj 41 it HOOK (TYP.) rl TYP. BOND BEAM B" x 8" x 16" K.O. LINTEL BLOCK R LL W/3000 P.S.I. CONC, W/1 #5 DIA REBAR NDICATES FILLED CELL FROM FTG. TO 3EAM WITH 1 #5 3AR MIN. TYP. DOWEL 25" MIN. LAP (ACI 530) SEE FOUNDATION PLAN PLAN SEE FOUNDATION FOR LOCATIONS ALL ELEVATIONS MS01 I BLOCK WALL REINI-ORCEMENTN.T.S. Q rL i • .f�'il'�i'1 ..." • G. a- n Q ' � REBAR ON BOTH SIDES ol OF OPENING U.N,O. u STD, 90 DEGREE ANGLE 3000 F'_S.I. CONC. W/1 05 DIA. o REBAR PROVIDE KNOCK -OUT BLOCK FOR FIRST COMPLETE CMU COURSE BELOW SILL & FILL SOLID W/ (1) #5 BAR FOR ALL WINDOW OPENINGS 6'-S" AND LARGE fl"x8"x16" CINU U.N.O. CV 0 cV CV ..si�anTtf11P,7tpT� +-� E '( K \� � N dyc°w (A s-i 00 c L g o c c W nv ..,... .. W t,0 r- CO L0 CO l'- °yU°� LL LL LL 0 LLI y�,jao 0 �� Acorn a 2,E `+ai o6 Va Uj R C, O c4m�2 i patim c' ~ w O 18 U d q y mZ U = UJ L. rn WWW.FDSENG.COM El ❑ ❑ z (� O o Z o 10 _ Z N N v a) Q J n- <-i t1"D UI tNr% LU f C) C Co 0 via w � Lo ai V) M t-- J m l U N N E L. 00 O Nook F �00 N t G � Q) _.. _. U 4 a) C 00 O a NpwFill �m A CAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ® Job Information: ■ ? :; P LO 0 ('7 +0, -fir N E 21 TH 0) ®' 0JLIJZD ® Model Name / Number: ® in Issue Date: Thursday, August 26, 2021 YL l A PROJECT NUMBER: 21-120® Sheet: S-1 Of: LINTEL PLAN 0 2x6 #2 SYP P.T. W/ (2) '/2'x5" WEDGE ANCHOR 0 OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT W/ WASHER. MIN. 6 PER TRACK TO JAMB. (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" o "J" BOLTS WASHERS SET IN ° FILLED CELL W/ #5 TYP. FILLED CELL VERTICAL MIN. 5 PER JAMB. o SECTIONAL O OVERHEAD DOOR CONT. P.T. #2 — o WOOD :.A SYP 2" X 6" �+ ■ F 0 TRIM O 2"x6" P.T. WOOD JAMB N � o N DOOR AND CONNECTION PER C° GARAGE DOOR MANUFACTURER GARAGE SLAB TYP. GARAGE DOOR TRACK MOUNTING DETAIL oA''�" 1 [ �Ri 1R°'ro ro-I�:;�r`_,5�;- ° �s r NO ; • � w U) � L cr: • �,j: MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. � C?�� , ,c �;.• �, - Sc N y o — � (N � 0 00 r 9 C_ w Ilf co r 00 Lo 00 r g3oN� Qp Mfr10 �k *k �k a F,Zt $ a`ii LL W LL- o N" O cum � .i✓ N Z d LlJ a s a BLOWN -IN R-30 INSULATION PER FBC 0.LL d �° �t Lou � AND ENERGY FORM SUBMITTED WITH m Z a a Z Y PERMIT APPLICATION PROVIDE BAFFLES 3 m ~O w BLOWN -IN R 30 INSULATION PER EAVES (FOR VENTED ATTICS) 12 w = co coAT co FBC AND ENERGY FORM SUBMITTED 1 FIBERGLASS SHINGLES OR a;. N N N = _ M 'o @ as - ` a 12 WITH PERMIT LA HEAVES TILE ROOF PER ELEVATION SEE PLAN ( ) s �- ,., m a m o PROVIDE BAFFLES OVER APPROVED UNDERLAYMENT a H ; z Q o o SEE PLAN (FOR VENTED ATTICS) PRE ENGINEEREb WOOD PER FBCR 905.1.1.1 OVER APA ROOF SHEATHING -SEE SCHEDULE Y■� -� F « ; a w y www.FUSENG.COM ❑ ❑ ❑ FIBERGLASS SHINGLES OR TILE ROOF (PER ELEVATION) TRUSSES @ 24" O.C. � [RSH] - ON FRAMING SHT. FOR SHT'G & FASTENERS. OVER APPOVED UNDERLAYMENT 'I - � z 0 PER FBCR 905.1.1.1 OVER APA - i TRUSS ANCHOR (SEE PLAN) SEE ROOF PLAN FOR , TRUSS CONNECTION ' o PRE-ENG. WOOD ROOF SHEATHING - SEE SCHEDULE- „ [RSH] - ON FRAMING SHT. FOR TRUSSES @ 24 O.C. I _ _ — - SEE PLAN FOR , 11-,. - - . - INFO &LAYOUT DESIGN Z �Q' Q �, SHT'G &FASTENERS. 1 5 8" OR 1/2" DRYWALL • / / PLAN) HIGH STRENGTH CLG BOARD ' ' 4ETAL DRIP EDGE SEE PLAN FOR - "��� TOP OF BEAM - - - . ' - L0 TRUSS ANCHOR (SEE FELT PAPER OR °y _ [� z N TO BE INSTALLED ON OUTSIDE FACE TRUSS PLATE • 1 2X SUBFASCIA ' ••�. SOFFIT. SEE ARCH. 1 SEE ROOF PLAN OR BEAM SIZE & CONNECTION V) (g J w i�*� ---- ------ 5/8" OR 1/2" DRYWALL \ --*-METAL DRIP EDGE 3/4" P.T. NAILER PLANS 1/2" DRYWALL 8 x 8x 16 K.O. 1 = C INFO „� a `0 �} — m HIGH STRENGTH CLG ellLINTELCURTAIN NAILER r LINT'EL BLOCK uun BOARD 2X SUBFASCIA ALL 2x STUD I x 4 P.T. @ WINDOWS h O.H. W/ (1) #5 DIA. REBAR & 1 x 8 P.T. @ S.G.D. In 3000 PSI CONCRETE � CONNECT SEE ELEV. (� ro TO TOP PLATE WITH (4) SOFFIT. SEE ARCH. l6d TOENAILS PLANS \ N PRECAST "U" LINTEL N SEE SCHEDULE -� - L C) U �( 1 2" DRYWALL - N u ' ' HB&G COLUMN WRAP OR moo*' op � = 0ti '�;' SEE PLAN FOR HEADER SIZE u 2X4 #2 SYP P.T. FRAMING ai c W/ MIN 7/16" O.S.B. 00 � s '\ J SHEATHING ATTACHED PER Q N o 0 Q NAILING SCHEDULE OPTION: 15/32" OSB EXPOSURE 1 ON I / w MAXIMUM OF (3) 2X PLATES MAY BE EXT, WALL W/ ALL EDGES BLOCKED. SEE FLOOR PLAN FOR w DAMS HOMES ADDED BELOW THE HEADER W/ EACH SEE ELEV. SEE TB13 FOR NAIL ATTACHMENT. r COLUMN SIZE &BASE i w FLORIDA CONTRACTORS LICENSE NO. CRC1330146 PLY ATTACHED W/ (2) ROWS OF 16d (OPTION) STAPLE: 16 GA. 1 3/4" STAPLE @ 2" O.0 EDGES AND FIELD. r NOTE: 44" MAX. SILL HGT. ON r� FILL CELL -(1) #5 DIA. CONNECTION INFO. U a) NAILS AT 8" O.C. ALL BEDROOM WINDOWS. „ REBAR W/ 3000 PSI ALL LOCATIONSN N ; ; Lu SECURE 2X4 P.T. BOTTOM HOWC. S ON FOUNDATION SHOW ' > PLATE w/ 5/8" x 8" GULFBREEZE FLORIDA 32563 & FLOOR PLANS ANCHOR BOLT SET IN VINYL FRAMED WINDOW W/ SCREEN u o DIVISION LOCATION: (G.C. TO VERIFY W/ FLOOR PLAN u SIMPSON HIGH -STRENGTH EPDXY 6" MIN. EMBED. LOCATION OF OPENINGS IN EXTERIOR WOOD WALLS, IF NO PORTS . LUCIE OPENINGS ARE INDICATED, FULL STUDS ARE REQUIRED). I I • °' �' I I V Job Information: NOTE: 44" MAX. SILL HGT. ON r ALL BEDROOM WINDOWS. VINYL FRAMED WINDOW W/ SCREEN WINDOW STOOL ell /---CEMENTITIOUS DECORATIVE rl PER SPECS H PRECAST CONC SILL SQUARE CMU BLOCK BASE W/ f..L■ FINISH 7/8" THICK PER ASTM C 926 98A 0 PAPER BACKED FOIL R 4.1 W WRAP or (4) #5 VERTICALS FILLED SOLID STUCCO SEE ELEVATION FOR MORE INFO STUCCC O BAND N INSULATION CMU BLOCK WALL �2X STUDS (SEE FLOOR PLAN FOR PER FBC AND ENERGY FORM 1 c;x `pry MORE INFORMATION). SEE TBI3 1/2" DRYWALL ON SHEET 6 SUBMITTED WITH PERMIT J EXTERIOR FINISH J APPLICATION (SEE ELEVATIONS) z a)r-I FOR NAILING INFORMATION FORLo R-13 INSULATION AT EXTERIOR WALL SHEATHING. WOOD FRAME WALL PER FBC BASE PLATE 1 X 2 P.T FURRING FTC. DOWEL #5 DIA. REBAR 1 x 4 P.T. 17" IN CONCRETE - 25" EX FEND (ACI 530) ABOVE ( i -q L V m a; ti= m P T zx #z SYP. AND ENERGY FORM SUBMITTED 1/2 8 A.B. 1/2" 8" TITEN BASE NAILER SLAB. ALL LOCATIONS SHOWN w/ x (OR x WITH PERMIT APPLICATION HD) w/2" WASHER AT 32" O.C. WOOD BASE ON FOUNDATION PLAN SEE FOUNDATION PLAN FOR FTG Z r-I -� N a � � ■ "r�' Q MIN. 6" FROM END -SEE WS07 WOOD BASE SIZES AND �.— U W V FOR TERMITE SHIELD SEE FOUNDATION PLAN FOR �srH SEE FOUNDATION PLAN FOR SLAB INFORMATION TOP OF SLAB --- - SLAB INFORMATION _ TOP OF SLAB - — — - -- LOCATION- -- ® J W ZD M J M `^ r ^ u..1 V/ vJ r977f Model Name Number: °' -' '' GRADE GRADE ' �11 vIL o JR ur u ' '.: u 7 1 ) 1 + '� CLEAN SEE PLAN FOR "tt �` • iv COMPACTED �_';I) 4"; 4flF o r Lu : m C7r} RE -BAR QUANTITIES ( I�: •' ` �ll l I � an Issue Date FILL "* , 3 . , .: V Ili . l� Thursday, August 26, 2021 Thursd ■ SEr FOUNDATION PLAN SEE PLAN SEE FOUNDATION�>- PLAN + `p' t,ek A la a. LLII.UI .�A 4_ A! t. ,v KA PROJECT NUMBER: 16 Fpi2FTG REQUIREMENTS 21-1.2006 WS01 TYPICAL WALL SECTION - 8" CMU 3/4" = 1'-O" Sheet: S-2 Of: WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4"-1.'-O" C®23 COLUMN @ ENTPY - CRAFTSMAN STYLE N.T.S. TYPICAL FRAMING DETAILS co Io (2) 2 x 4 LAMINATIONS W/(1) ROW OF STAGGERED 10d (3) 2 x 4 LAMINATIONS W/ (2) ROWS OF STAGGERED 16d 13) 2 x 6 LAMINATIONS W/ (2) ROWS OF STAGGERED 16d COMMON WIRE NAILS (0 = 0.148", L= 3") OR EQUAL COMMON WIRE NAILS FACE) INTO H31/2") COMMON WIRE NAILS OUTSIDE FACE) (ONE INTO ".L H3-1/2") - 0 182-, LNE (D OR EQUAL (D = 0.162OUTSIDE OR EQUAL NOTE1ADJACENT ) CENT NAILS ARE DRIVEN FROM 3) FOR 4-PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG OPPOSITE SIDES OFTHE COLUMN, SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NDS SECTION 15.3 FOR THE THICKNESS OF THE LAST LAMINATION, ADDITIONAL INFO. WF37 I TYPICAL COLUMNS DETAILS I N.T.S. FOR OVERHANGS GREATER THAN • • : FILL 1ST. 4 COURSES 1 1/2" CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS •,•'.: REINFORCEMENT REQUIRED) F.F. OVERHANG 7777. .•• • ,•• ol 4-1 FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 5/8" . NO REPAIR REQ'D, PROVIDE 2x4 ON TO OF 2x8 TO BLOCK OUT 2 ROWS 12d @ TOP PLATE ATTACH w/ 3" O.C. OUBLE 2x4 (2) 12d NAILS O.C. TOP PLATE (SOLID BLOCK w/ 2x6) \ STRUCTURAL SHEATHING 46. \ ` \ ` 7/16" MIN. NAILED W/ 8d 2x4 STUD M/N \ ` \ COMMONS @ 3" O.C. @ \ \ EDGE & 6" O.C. FIELD RUN PER PLAN P \\\ FULL SHEET FROM 2x4 BEYOND AGAINST 2x8 STUDS \ \ \ \ BOTTOM OF FALSE BEAM NOTE: @ALL EXT. CONDITIONS ATTACH 2x STUDS \ \ \ TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SEE GE05 FOR \\\\\ SIDE TYP. TOE NAILS MAY BE SUBSTITUTED W/ 2x8 STUD STANDARD GABLE END \ I \1\ (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN FRAMING ?\ I \ TOP PLATE W 8d 2 1/2" x 0.131 NAILS (SIM. w/ 2x6 i \\I \\\ * NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) �\ I I \ \\ TOP PLATE TRANSITION C9 Z I \\ \ = PIPE OR DUCT w/ OUBLE 12d ug PENETRATION THRU TOP SPLICE + +I 4 +i N TOP PLATE w/ MORE o THAN 50% OF TOP 2 ROWS 12d 2X TOP PLATE TO I o PLATE WIDTH INSTALL @ 3" O.C. GABLE END W/ 16d� I SIMPSON PSPN516Z NAILS @ 6" O.C. a W/ (12) 16d NAILS TYP. M�4! I = TOP & BOTT. +' +1- - - - + -+ NOTE: @ALL EXT. CONDITIONS ATTACH 2x STUDS + + + + TO TOP PLATE W/ (4) 16d TONAILS (2} ON EA. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2X4 STUDS @ 24" O.C. (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO W/ SINGLE BASE & TOP TOP PLATE W 8d 2 1/2" x 0.131 NAILS PLATE W/ PLYWOOD * NOT REQ'D. WHEN QT SYSTEM IS APPLIED SHEATHING COVERING NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL GE15 I FALSE BEAM AT GABLE END N.T.S. 2x8 SYP #2 TOP & BOTTOM ATTACHED W/ (1) ROW 16d 2x6 SYP. #2 NAILS 0 16 O.C. RIPPED BOX HEADER DETAIL O IF ONLY (1) KING (1) JACK USED AT EACH SIDE OF OPENING G.C. TO INSTALL (3) TITEN HD, 5/8" x 8" EQUALY SPACED 1']rL7 G'11'lr IIUTl1 nRAI I AT 7/16" O.S.B. EA. SIDE 2X BLK'G. f0 O.S.B. /d/ 2 - 8d -A. END JACK TO HEADER, NO BASE EDGE VIEW CONNECTOR REQUIRED INSULATION AT EXTERIOR a (3) 16d SEE PLAN AT COMMON WOOD FRAME WALL PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION FOR WLL 24" O.0 NAILS(TYP)� HGT. CMU- IIit�7it�71Ct�i�� ©ATTACHED loo'� . PER 'oo,► ` ' i r ,. . ;, ���/ .°op • O.C.• i • • •���II �F it • �1 r . • 1' 1 ' • • • TO • • 5 :• NAILS. SEE DETAIL ABOVE ISEE ELEVATION FOR ROUND/ SQUARE TRANSOM BOX HEADER-j EACH END WINDOW OR DOOR OPN'G rCMU WF17 I TOP PLATE SPLICE DETAIL * CRIPPLES MAY/MAY NOT BE PRESENT. VERIFY HEADER ELEVATION HEADER SUPPORT NO. OF JACKS & STUDS REQ, AT OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL JACKS KINGS JACKS KINGS SIZE EA END EA END EA END EA END LESS THAN 4' (1) (2) (1) (2) >4' BUT <9' (2) (3) (2) (2) 10'-0" - 16' 3 4 3 4 2X CRIPPLES @ 16" W/ SIMPSON SP2 T TOP AND BOTTOM * WHEN STUD LEN 15 LESS THAN 12" LSTA30 STRAPS A - STUD WRAPPED 0 TOP PLATE & NAIL TO HEADER EACH FILL ALL HOLES II, STRAP 10d NAILS @ 81, O/C TYP. DOUBLE 2 x CRIPPLE STI TYPICAL(U. * * HOLD DOWN NOT REQUIRE WALLS WITH( OP SPLICE DOUBLE 2x8 TOP PLATE 2x4 w/ 2 ROWS OF 12d NAILS @ 3" O.C. BOTTOM SPLICE OVER STUD HEADER ANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE NO. & SIZE OF & GRADE RAFTER TIES EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE EE SCHEDULE 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2 x 10 OR GREATER HEADER )OUBLE 2 x #2 i.Y.P, HEADER W/ 1/2" FLITCH PLATE 1EADER. (U.N.O.) :ILLING AND BLOCKING AS 1EQUIRED FASTENED TO 1EADER W/(2) ROWS DF 12d @ 16" O/C UNLESS VOTED OTHERWISE ) x 4 STUDS TYP. SIMPSON H174 W/ (18) 16d NAILS & A 5/8" EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O, OR 8 1/2" AT GARAGE STEP DOWN P.T. BOT. PLATE EXT. OUT BEAM TO SUPPORT "_- - - - - - - - - - - - - - , SIMPSON HUC410 TRUSSES IF SPECIFIED ON PLAN ----------- ' BUCKET SEE ROOF - - PLAN FOR MORE INFO SEE ROOF PLAN — FOR BEAM SIZE 00 oo All & CONNECTION INFO oo 1 SEE FLOOR PLAN FOR COLUMN SIZE & ------ BASE CONNECTION INFO ------ OPTION �A��1/2"OSBFLITCHPL-ATE:706,�P�TION B SEE FLOOR PLAN FOR REQ'D ONLY WHEN INDICATED COLUMN SIZE & BASE ON BEAM SCHEDULE/PLAN CONNECTION INFO SECTION A -A SCALE: 1 1/2" = 1'-0" SEE FLOOR PLAN FOR COLUMN SIZE & BASE CONNECTION INFO- SEE FOUNDATION PLAN FOR MORE INFO 6011 I COMMON BEAM ATTACHMENT I NTs. WOOD BEAM SEE PLAN FOR SIZE - TYPIC WALL SIMPSON HUC410 OR (2) HUC210 TO BUILT-UP COLUMN SUPPORT COLUMN BUILT-UP MIN, (3) 2x4's OR 4x4 W/ (2)-10d NAILS @ 8" O.C, EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20's w/(12)-16d EA. TO COL. ALT: (2) MSTAM36 STRAPS CENTERED w/(13)-10d NAILS Ea TO COL. TIE BEAM CD04 I BEAM @ RAISED ENTRY MASONRY WALL I N.T.S. 12 SEE ELEV. (ryP) SIMPSON SP2 @ EA. STUD APA RATED STRUCTURAL SHEATHING MIN 7/16" FASTENED TO TRUSSES W/ 8d COMMON WIRE NAILS @ 4" O.C. BOUNDARIES 6" O/C EDGES & 8" O.C. FIELD INSULATION AT EXTERIOR ' WOOD FRAME WALL PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION (WHEN EXTERIOR WALL IS EXPOSED TO INTERIOR SPACE) SIMPSON SP1 @ EA. STUD - 2"x P.T. PLATE 1/2" X 8" "J" BOLT @ 24" O/C MAX 8"x8"x16"K.O. BLOCK W/ 1 #5 CONT, CMU WALL INEERED WOOD TRUSSES @ 24" O/C -UPLIFT CONNECTOR (SEE SCHEDULE) - DOUBLE 2"x4" TOP PLATE "x4" STUDS 0 16" O/C /--CRICKET AS REQUIRED MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) WF42 I KNEEWALL ABOVE MASONRY WALL 3/4" = 1'-O" 1-4 N O N `, vvv � • Q cc IS �U H " \ a � � 00 ti T w �� W CO r- 00 t w F LO 00 r- v ( Qp o +- Y♦ *kk � U Lo c01 LL LJL LJL yLg'o!p:2 W 8 m g 0 -5 CL d�mm I•�Mc ° O. UJ o11LLVW ��(°5 CmL2 m � 2w t-w O13 LL ,� J a w0r>2 ��WCin1 `SJ �n LL - v o. rvu8s2 a O � U) 0 282? WWW.FDSENG.COM 12 13 z -0 0 z N O z N N Q ®R_), a 'n x-I z V m J 4 V W 0 U wcv- Vt9a � ~ J U -N E (110 o U c CO I s Q Now'm ,01 DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCI E ♦ Job Information: z �_ Lo W O � �_ 0) N CL L H�Um °- - J W 00 L° Jm0C/) ♦ I Model Name / Number: 2117 ♦ Plan Issue Date: Thursday, August 26, 2021 VI KA PROJECT NUMBER: 21-12006 Sheet: S-3 Of: WF39 I TRANSOM DETAIL AT ENTRY 1/2" = 1'-0 WF09 I WALL HEADER DETAIL N.T.S. TYPICAL WALL DETAILS MAX 9" UNSUPPORTED 2X4 #2 SYP BLK'G @ 16" O.C. W/ *DIAGONAL SPACED AT 20'-0" O.C. MAX (2) 16D NAILS EA. END. SEE [RSHI 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 - IF > 9" CONT. 2X4 #2 SYP W/ (2) _ - 8d NAILS @ 4" O.C. MINIMUM BRACING �' 10D X 0.131 @ 8" O.C. EA. SIDE CROSS BRACING ' (SEE PLAN FOR - {• "'. WALL AND ROOF '�. r / FOR SPECIFICATIONS SEE 3 LOCATION) %_ j—BLOCKING 2x4 SYP L BRACE FOR GABLES 3'-0" TO 5'41" TALL. ' . , ' 2x4 SYP OR SPF CROSS BRAC APPROX. 8" FROM RIDGE 2x6 SYP L BRACE FOR THEN 48" O.C. AFTER. NAIL wl 312d ®EACH END & Cu41MASONRYWALL ABLES 6'-0' AND TALLER. ' . (NOT REQCROSSID WHEN GABLE IS2d NAILS @ 4" 0 NG AT 450 ANGLE. ATTACH L BRACE C. 4 1" OR SHORTER) _ FASTEN (1) ABLE TRUSS CONT 2x4 SYP OR SPF SPANNING (4) BRACE CON ' - TRUSS W/ 3-12d TBAYSO CHORD (MIN B OCDIAGNAILEDOK/PLANAL BIRSILL NAILGABLETRUSS 3" O.C. (3) 12d 1ST 4 BAYS) f�TO TOP PLATE w/ PER JOINT 16d NAILS @ 4" O.C. CONTINUOUS LATERAL BRACING _ 2x81/2"x8" ANCHOR BOLT NAIL OVER X-BRACE AS SHOWN 2x4 SYP OR SPF BLOCKING '� 4 BAYSAT 48" O.C. MIN. BETWEEN TRUSSES @ 48" KNOCK OUT COURSE INSTALL BLKG. AT TRUSS WEBS O.C. MAX. FASTEN TO EA. ' CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING X-BRACING - 2x4 SPF OR TRUSS w/ 3-12d NAILS EA. ALL SYP w/ (3) 12d @ EACH END TRUSS WEB NAIL TOP OF "T"TO GABLE ROOF SHEATHING, SEE TRUSS AND 1 w/ 2 T613 FOR ATTACHMENT SIMPSON H8 W/ i PLAN OVER JACK TRUSSES, SEE TB01 TYPICAL CROSS BRACING DETAIL N.T.S. TB02 TYPICAL CROSS BRACING DETAIL N.T.S. 1010dx11/2" NAILS FASTEN (1) SIMPSON HGA10 @ 48" O.C. w/ 8 1/4"x1 1/2" SDS WOOD SCREWS GABLE NAIL TOP OF "T" 2x4 BLOCKING w/ 212d TOENAILS PROVIDE 2X4 MIN. BLOCKING AT END TO TOP PLATE / BEAM TO GABLE TRUSS w. 2-12d CENTER LINE OF HIP/RIDGE, TYP. FRAMED WALL OR BEAM AND 1-SIMPSON H8 w/ BETWEEN TRUSSES W/ (2) 12D BELOW, SEE PLAN. 10d x 1 1/2" NAILS o NAILS EACH END TO TRUSS TOP CHORD @WOOD FRAMED WALL @DUTCH GABLE N �,��„5:ri'ty�g' N P. N.T.S. «.`��' � � ��. t`v �kL�d;,,,`°�s � NA TRUSS el T RNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING GE01 GABLE END BRACING ; p «' �G ' ,• WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP TRUCTURAL PACE •« t4o Jf G.T. - - - SHEATHING i ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 TOP CHORD WHEN REQ'D NAIL TO TOP CHORD TO PREVENT SHEATHING ACK - - - - - OF HIPPED TRUSS W/ �"� • , C ~ SPAN FROM EXCEEDING HIP 12d NAILS @ 6" O.C. MAX 24" SPAN (EITHER G.T .•,.�,F t," �� ��� 'era o: ! SIDE OR BOTH IF REQ'D) �f�s6lyt$atai`6��� (2) 12D NAILS MINIMUM (3) 12d ROOF AT 12" O.C. MAX PER JOINT MINIMUM 2"x4" SPF OR SHEATHING SYP TRUSS BRACING c o * SPACED AT 10'-0' MAX i �� �� �° w (0 � 00 00 SEE PLAN 9 E W ag €,. VI c0 r0 r- a9i U c% J J J Lo 0() 8 6 m u. Li u. 0t', iz�z° w 2X4 BLOCKING t UU ��mtd�cA� a a BETWEEN TRUSSES HIP TRUSS 3, .t '25 c � w Cn SECT. AA �L� Ai � m rn � O 5 ° c ova O T. (TYP) N.T.S. 0 1— TB03 HIP / RIDGE BLOCKING DETAIL N s TB04 TRUSS BRACING OVERLAP DETAIL (T ) w'�Ym� - m a III ,� m Q; d r Z. N M-E ¢ Q Q ° im LL o 0" D O 9 F_ £ '� ° VVM.FD9ENG.00M El D ❑ z S— o z o 0 j z N N TRUSS NOTES' a 1, WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 LO (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND I- W 04 BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SH ALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED z TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS, NO EXCESS CONCENTRATION OF ANY LL CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT w Uj EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. d 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. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER &SHALL BE AT W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION. •u 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT y ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRIJSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. m ,— J m Ci3 L) _ N SEE TYP. TRUSS BLOCKING DETAILS F— L 00 V a SHEATHING = o � rn 3 TO 4 TRUSS x4 AS SHOWN C 00� a ALTERNATE Q N O 0 TRU SS SPACES DIRECTION RUS �! DAMS HOMES VERTICAL SCAB 2X6 #2 SPF 48" O.C. SEE (2)-1 NAILS W/ (4) 12d TOP & BOTTOM OR H5 SECTION TRUSS OR HCLR/LL IN PLACE OF (4) 10D B B � 3000 GULFBREEZE PARKWAY TO EA TRUSS FLORIDA CONTRACTORS LICENSE N0. CRC1330146 REQUIRED @ RAFTERS GREATER THAN 8'-O" .... .... GULFBREEZE, FLORID SEE PLAN' --DOUBLE TOP DOUBLE PRE-ENG. TRUSS PLATE SECTION B-B TOP PLATE DIVISION LOCATION: 2x STUD WALL PORT ST. LUCIE SEE PLAN Job Information: CONY. FRAMED RIDGE MAY BE NAILED w/ MIN. VERTICAL SCAB 2X6 #2 (4) 12d WHEN IT LANDS SPF 48" O.C. W/ (4) 12d NEXT TO PRE-ENG. TRUSS 2x8 BLKING. NAILED @ EACH TOP & BOTTOM OR H5 OR SIDE w/ (3) 12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12d REQUIRED w/ (2) MTS12'S REQUIRED @ RAFTERS GREATER g THAN 8'-0" COLLAR TIE EVERY 3rd SHEATHIN RAFTER 2X4 BLOCKING BETWEEN CB BEVEL CUTS N rl TRUSSES W/ 12) 12d NAILS (OPTIONAL) O LO @ EACH END, CONT. EACH BAY B TB 2X4 SPF W/ (2) 07X3-1/2" W i (j d DB WOOD SCREW EACH TRUSS fY) N ALTERNATING OR H5 @ 48" 0-C. BLOCKING PRE-ENG. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP Seo N a STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP. • • • • • • Q O C SEE PLAN FOR CONNECTION 00 O 'r7i B ,Jm�(� 2X4 P.T. BLOCKING BETWEEN DIAGONAL WOOD 2x8 #2 SYP RIDGE BEAM TRUSSES W/ (2)-12d NAILS @ AT 8'-0" Model Name /Number: EACH END MAX TRUSS 2x6 RAFTERS @ 2'-O"O.C. MAX. w/ (3) 12d COMMON TO RIDGE BEAM WALL BELOW 2X4NAILS 2 RAFTERS FOR SPANS LESS THAN (SEE PLANS FOR TYPE) 4 FT @ 2'-0" O.C. MAX W / (3) 10D CONC. MASONRY COMMON TOE NAILS TO RIDGE BEAM 2X4 CONT. AT STEEL OR WOOD T & B CHORD BEARING SUPPORT Plan ISSUP. Date: Thursday, August 26, 2021 TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING V KA PROJECT NUMBER: @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING 21-12006 Sheet: S=4 Of: ROOF FRAMING TBs.06 BLOCKING AND CONVENTIONAL FRAME DETAILS NJ. AND BRACING DETAILS EN���������� THERMA-TRU INSTALLATION�������������� KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 11/4" EMBEDMENT INTO THE MASONRY JAMBS. d 6" ILJ f SPA EVE 99 6" 6" SINGLE DOOR SPA EVE SINGLE DOOR W SIDELITE III roll 3„ n 31, 311 11 " 3" 311 311 I 3" 1 Ll 3" - 311 311 6' 6' 11 6 11 DOUBLE DOOR W/ SIDELITES 11 61 WAC E !VENLY SINGLE DOOR W/ SIDELITES .11 rl", J J 1 E 61 311 311 '1 DOUBLE DOOR LOCATION OF BARRIER TO BE 1'-0" IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE FILLED PVC. PIPE. 0 TOP OF SLAB 41 Z I ill all I°PII�,II° I Ira Ir I 16" MIN. DIAMETER ° °III CONCRETE FOOTING 1 PROTECTION BARRIER DETAIL, N.T.S. SPACE EVENLY ................................................... \ ° SEALANT; NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING ° NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. { oe°K P°of Dew Line valley by centering rOpgOYlaq�es 36" wide �d�ea°bie res s CerlainTeed Win rGuaw dr�edyspub' O ` aterproofirg e e nderlayment or 5b \ fi k aQ cuOmdet\s`!M kiyalent d r to Coo+,¢ use CootSo End ` 50 40 Co 3Cd no Cout� s Rake Z 1StCo� Metal o not nail within ` Drip 2` ` Embed each sh ogle Salley centerline in a 2" Edge wide strip of asphait raging cemerr.. 1 Cut 2" � diagonallyY off upper Save 7" omen 0 Immed pieces to use in 5th(ourra 1" t , 1 , + � i Cut shingles 2" back from valley centerline SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY TEXTURED, PAINTED BEHIND FLASHING LOCATIONS) ETTER. 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 6" X 6" H GALV. FLASHING CENT. m FLASHING DETAILS 6" HORIZ. NOTE: THIS DETAIL IS REQUIRED FLASHING AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET KNEEWALL INTERSECTION -Blend the aningles 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 \ AND/OR SGD FRAME MIN.) GLUE STRIP " w/ ADHESIVE SEALANT & SCREW w/ 3/16" •' x 3 1/2" PHILLIPS FLAT HD, "TAPCONI' SCREW MIN. 4" FROM END AND 16" C.C, TYPICAL 2x BUCK INSTALLATION OF WINDOW ATTACHMENT N.T,S BUCK STRIPS - 1x4 (DEPTH OF WDW. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS 1/2" DRYWALL FLAT HD. "TAPCON" SCREW THRU THE W'DOW FRAME INTO MASONRY JAMB MIN. 4" FROM END AND MIN. 16" C.C, 1/8" SHIM SPACE EXT. FINISH DRIP EDGE WINDOW SEALANT BACK OF JAMB GENERAL CONTRACTOR TO COORIDATE SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S Ee R905.2.8.5 DRIP EDGE. PROVIDE DRIP EDGE AT EAVES AND GABLES OF SHINGLE ROOFS. OVERLAP TO DE A MIFFMUM OF 31n (76cm). EAVE DRIP EDGES SHALL EXTEND Wn BELOW SHEATHING AND EXTEND BACK ON THE ROOF MINIMUM OF tin, DRIP EDGE AT EAVES SHALL BE PERMITTED TO BE INSTALLED EITHER OVER OR UNOFR THE UNDFRIAYMFNT IF INSTAILFD OVER THE UNDERLAYMENT THERE SHALL RE A MINIMUM 41n WIDTH OF ROOF CEMENT INSTALLED OVER THE DRIP EDGE FLANGE. DRIP EU% SHALL BE MECHANICALLY FASTENED A MAXIMUM Or 12M ON DENTER. WHERE THE Vasd AS DETERMINED IN 4000RANCE WITH SECTION R301.2A.31S 110 MPH (177 KM/H) OR GREATER OR THE MEAN ROOF HEIGHT EXCEEDS 33 FEET (10,058 mm), DRIP EDGES SHALL BE MFCHANICAI I.Y FASTFNFD A MAXIMUM OF 4INCHFS ON CENTER Mabmum Fastener Spacing (lambs, Head and Sill) ' crews Screws { I Mounting M� Exterior View of Fixed i i Window i _----7 Wall Framing: #2 Spruce/Pine/Fir Or Better , s ;Silicone #10 x1-1/2' . Screw Minimum Penetration Glazing Bead t 3/8" Cross Section V iew Y Minimum ' Silicone EAerior Sheathing Note. we stronvyrecommena me use ornasn/ng ens/*roaming tapes anas111 pans as states fn Airs ezirz-o], however, aue to variation In codes and bullding types, It Is /eft up to the end user to determine the proper Inata/lat/on of these Items. L2r . ,. - C._ . L t S ZAr ONI Before instzNng your w:ndrnv, the bubbie wrap may be peeled bark for impaction, but please re ,tire t6: Iw er, to protect the blocks from scratches arid other damage Lot!) Construction is complete. SteP 1 Measure to be sure the opening is 318" to 1/2" larger than the window size troth vertically and horizontally. s You may wish to pre -drill the in5.allation holes in the fin at this time. rd Me mW holes in Me EydN Inn as #W are ootnecexsml Step 2 Apply a generous bead of silicone to the bacUde of the mounting fin. Use enough silicone to sufficiently fill all voids between the fin and the Walt sheathing. Step 3 Insert the window into the opening from the outside. The window is labeled "inside" and "outside", but I these labels have been removed, the glazing bead should al= 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 basicaiLly centered in the opening with no more than 1/4" gap between the window and wall framing, Steo 5 Install a #10 x 1-1/2' screw 4" from the comer of the fin at each end of the head, sill and both jambs, Step 6 Install the remaining fasteners in 8" 'increments from the caller screws to the center of each frame member. Use tare not to over. tighten the screws and putl them through the 6n Also make sure the strews o in straight and do not ease the frame to tow 9 III framing should be a minimum of #2 Spruce/PineJFir. N inners should be # 10 screws of sufficient length to achieve 1-3/9' enetration into the wall and no less than Ilr from edge of taming. 0 N sterier quantities needed In each side of Name to achieve 811 spacing trigth of rralria htemtret 10" 18" 1 26" 1 34' 1 42" so- 1 58" 1 66" 1 74" 1 82" 1 90"' W N Number of fasteners 1 2 3 1 4 1 5 1 6 7 1 8 1 9 1 10 1 11 1 12 1 13 4-1 Step 7 114Ri1f, Step 8 If Remove red silicone insulation canour from around the fin and Irsiped for holes or volds. beapplied to the interiors gap between the window and wall harming. licone If applied, fAlt any fi& must be the p®v�0s.`` NONEXPANLIIN6 TYPE FOAM. �•�D �<'' • • • f ' • `'! 'cC Step 9 Since these windows are typically used in rooms with high moisture, le, bathrooms, B Is recommended that the interior gap(13 between the window and wall framing also be sealed with silicone and tooled so as not to interfere with the installation of 7 5 0 wallboard, file or trim, r N O 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 deter nt and warm water usinga soft dI LIJ 411 Failure to follow these procedures will void any and all warranties. ''6 ST A i E O GENERAL NOTE: 1 SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION AND CALL OUTS. Product Approval Submittal Affidavit Building Address: Contractor: Building Permit: Product Design Manufacture Model # Attachment Approval # "v M "°`' L J tn Pressures Method �'N vnvW FDSFnGCOIM ❑ ❑ ❑ 1st Choice I COUNTY APP. TKO Industrues, Ltd Cambridge AR ROOFING VENTS: DADE Florida Metal COUNTY APP. Products, Inc. ROOFING UNDERLAYMENT: 1st Choice TAMKO BUILDIh PRODUCTS LLC Overhead Garage Doors: 1st Choice +30.0/.30.0 CLOPAY 2nd Choice +30.0/ 32.0 CLOPAY Swing Doors: 1st Choice +67.0/-67.0 THERMA TRU-C, FIBERGLASS D( +67.0/-67.0 THERMA TRU-CI FIBERGLASS D( r i 10 A` N .4 0 cN co In a � W (0 � 00 It- a Lr) CO h- €a�� Q g- U co U o 6 rn Ui EL8'a - Lo I'ui ti Z LI �wM�o a �u e?LL 2 w rri E` t7_10Yg Cl- W 3 �01 t' ¢ z v a J� o _.V Wren Erna �O O �Ti T„d,w "'�IN Mai a Q Q �8 °, �� o . ( j Z_ + „Z S 1 d. _ to W' / Z t N NAIL SHINGLES W/ 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. W/ 3/8" MIN PENETRATION THRU SHEATHING FL30310.1 4STEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, FL21580.1 R-2 ,ru c c rc FROM EDGE AND 4 O.0 TYPICAL MAX, 06 U M IQ) w 40 No. 30 UNDERLAYMENT SHALL BE APPLIED AND ASPHALT -SATURATED ORGANIC FELTI ATTACHED IN ACCORDANCE WITH FL12328 R9 m 16 x 7 2"x6" P.T. WOOD JAMB WITH 53W5 I A 1/2" DIA. x 8" "J" BOLTS rcr. ALL UINt 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" )R LITE SERIES TAPCONS MIN, 4" FROM TOP & BOTTOM OF INTERSECTIONS RP. SOLID AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL FIBERGLASS DR BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM ALL ONE TOP & BOTTOM OF INTERSECTIONS AND MIN 16" 0 C 0 w V) g' V) �' m ut2o FL16546.8 w p o r- c 00 R _ f U rn o ai I !I:r, . FL15279.84 c to � e Q N 0 to Q m FL20461.11 4 FL20461.12 FL20461.1 T D.A► M S HOMES 'Gf�u110� PLAST PRO LITE-SERIESTHEREAFTER. (TYPICAL ALL 4 SIDES) FL15215.2 FLORIDA CONTRACTORS LICENSE N0. CRC1330146 Sidelights PLAT PTHERRO RU FL15215.2 3000 GULFBREEZE PARKWAY Sliding Doors: GULFBREEZE, FLORIDA 32563 1st Choice MI WINDOWS & DOORS SERIES 420 SGD FL15332.4 DIVISION LOCATION: Alum. reinforced MI WINDOWS & DOORS SERIES 440 SGD PORT ST. LUCI E d Choice Alum. reinforced FL15332.12 V Jab Information: Window +40/-50 MI WINDOWS 3540 SERIES Twin SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON FL 17676.9 1st Choice single Hun (fin) ANCHOR WITH MIN. IA' EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL 3500 SERIES HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS +40/-50 MI WINDOWS Single Hung (flange) OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. FL 17894.2 3540 SERIES FOR INSTALLATION THROUGH 2x BUCK USE #8 WOOD SCREW OF -50.0 +50.0 MI WINDOWS SUFFIENT LENGTH TO ACHIEVE 1V2" INCH MINIMUM EMBEDMENT / Single Hung (fin) FL17676.2 IN WOOD SUBSTRATE. MI WINDOWS 3500 SERIES Single FL17894.4 Mullions: M-1926 Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE FL 18504.1 1st Choice MI WINDOWS Mullion 3 16,, TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 11/4 M-1926 Horizontal MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM FL 15804.2 Mullion EDGE DISTANCE Fixed Glass: 1st Choice FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR +50.0/ 50.0 MI WINDOWS MI 3540 WITH MIN. 134" EMBED. TO ALL FACTORY DESIGNATIONS FL18644 R 6 WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. Soffit: Standard vinyl Staple 10" on center In direction 1st Choice +66.0/ 71.6 KAYCAN LTD of length FL16503.4 R5 Plygem / Variform Plygem Double 5 Double 5 standard (vinyl) 10" FL12194.1 Double 5 standard standard vinyl staples solid 144 vented -145 FL12194.2 Hurricane Panels: Dade County App. ALL AMERICAN 24" Ga. 24 GA. STORM PANELS 1st Choice SHUTTER &GLASS Storm Panels FL16293 R3 I have reviewed the above components of cladding and have approved their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: -Fl. # 56126 Name: Luis Pablo Torres Certification Number: _FI. # 87864 Name: Certification Number: _ 0 z 0to Ltd .2 / >. �j U m M a; 4= � t:ts ai N D- 3:E i z � �m(0 Q JW/� �Z 0 �.imvJVJ Model Name / Number: 2117 Plan Issue Date: Thursday, August 26, 2021 KA PROJECT NUMBER: 21-12006 Sheet: Of; S-5 MATERIAL REFERENCE INFO (PSL) Window +40/-50 MI WINDOWS 3540 SERIES Twin SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON FL 17676.9 1st Choice single Hun (fin) ANCHOR WITH MIN. IA' EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL 3500 SERIES HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS +40/-50 MI WINDOWS Single Hung (flange) OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. FL 17894.2 3540 SERIES FOR INSTALLATION THROUGH 2x BUCK USE #8 WOOD SCREW OF -50.0 +50.0 MI WINDOWS SUFFIENT LENGTH TO ACHIEVE 1V2" INCH MINIMUM EMBEDMENT / Single Hung (fin) FL17676.2 IN WOOD SUBSTRATE. MI WINDOWS 3500 SERIES Single FL17894.4 Mullions: M-1926 Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE FL 18504.1 1st Choice MI WINDOWS Mullion 3 16,, TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 11/4 M-1926 Horizontal MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM FL 15804.2 Mullion EDGE DISTANCE Fixed Glass: 1st Choice FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR +50.0/ 50.0 MI WINDOWS MI 3540 WITH MIN. 134" EMBED. TO ALL FACTORY DESIGNATIONS FL18644 R 6 WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. Soffit: Standard vinyl Staple 10" on center In direction 1st Choice +66.0/ 71.6 KAYCAN LTD of length FL16503.4 R5 Plygem / Variform Plygem Double 5 Double 5 standard (vinyl) 10" FL12194.1 Double 5 standard standard vinyl staples solid 144 vented -145 FL12194.2 Hurricane Panels: Dade County App. ALL AMERICAN 24" Ga. 24 GA. STORM PANELS 1st Choice SHUTTER &GLASS Storm Panels FL16293 R3 I have reviewed the above components of cladding and have approved their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: -Fl. # 56126 Name: Luis Pablo Torres Certification Number: _FI. # 87864 Name: Certification Number: _ 0 z 0to Ltd .2 / >. �j U m M a; 4= � t:ts ai N D- 3:E i z � �m(0 Q JW/� �Z 0 �.imvJVJ Model Name / Number: 2117 Plan Issue Date: Thursday, August 26, 2021 KA PROJECT NUMBER: 21-12006 Sheet: Of; S-5 MATERIAL REFERENCE INFO (PSL) Mullions: M-1926 Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE FL 18504.1 1st Choice MI WINDOWS Mullion 3 16,, TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 11/4 M-1926 Horizontal MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM FL 15804.2 Mullion EDGE DISTANCE Fixed Glass: 1st Choice FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR +50.0/ 50.0 MI WINDOWS MI 3540 WITH MIN. 134" EMBED. TO ALL FACTORY DESIGNATIONS FL18644 R 6 WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. Soffit: Standard vinyl Staple 10" on center In direction 1st Choice +66.0/ 71.6 KAYCAN LTD of length FL16503.4 R5 Plygem / Variform Plygem Double 5 Double 5 standard (vinyl) 10" FL12194.1 Double 5 standard standard vinyl staples solid 144 vented -145 FL12194.2 Hurricane Panels: Dade County App. ALL AMERICAN 24" Ga. 24 GA. STORM PANELS 1st Choice SHUTTER &GLASS Storm Panels FL16293 R3 I have reviewed the above components of cladding and have approved their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: -Fl. # 56126 Name: Luis Pablo Torres Certification Number: _FI. # 87864 Name: Certification Number: _ 0 z 0to Ltd .2 / >. �j U m M a; 4= � t:ts ai N D- 3:E i z � �m(0 Q JW/� �Z 0 �.imvJVJ Model Name / Number: 2117 Plan Issue Date: Thursday, August 26, 2021 KA PROJECT NUMBER: 21-12006 Sheet: Of; S-5 MATERIAL REFERENCE INFO (PSL) MECHANICALLY FASTEN AS FOLD UP WEATHER & WEATHER RESISTIVE FLASHING REQUIREMENTS THESE DETAILS ARE GENERIC AND MEANT TO SHOW NECESSARY IN CORNERS THROUGH SELF -ADHERED FLASHING ti RESISTIVE BARRIER TEMPORARILY SECURE BARRIER GENERAL FLASHING AND WATERPROOFING METHODS \�', DOOR ROUGH OPENING TO BE USED. 11703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall /' WEATHER WINDOW UNIT envelope shall include flashing as described In Section R703,4. /' RESISITIVE BARRIER WOOD FRAME CONSTR. SLOPE R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the TAPE `K EXTERIOR SHEATHING SELF -ADHERED FLASHING 3/4"-1"BEAD OF CONSTR. BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER 0.3 in : 12.0 in E L F ADHERED FLASHING accumulation of water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of draining to the exterior water that penetrates the exterior cladding. OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN (0.6 cm: 30.5 cm) (PASFMR[ Fo WINDOW) WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND / OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING PRODUCTS DETAILS R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where WEATHER SELF -ADHERED FLASHING EXTERIOR joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the RESISITIVE CEMT. FIN. WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. water -resistive barrier manufacturer's Installation Instructions. The No.15 asphalt felt or other approved water -resistive BARRIER SEAL TOPS OF JOISTS -- 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 UNDER DECKING manner to meet the requirements of the exterior wall envelope as described In Section R703.1. SELF -ADHERED FLASHING SUBFLOOR (SEE DETAIL WP07) 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 HEAD FLASHING TIE-IN INSTRUXTIONS: WIRE LATH Detail Instructions 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 1. Cut, fold up &temporarily secure weather � RIM JOIST Refer to the number marked as ® in each detail that corresponds to the to the water -resistive barrier is directed between the layers. resistive barrier above headerto allow for flashing installation 2. Self -adhered flashing plus head flashing under weather BUILDING numbered items In the list Of instructions below: Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or resistive barrier 3. Fold weather resistive barrier back over head flashing and PAPER 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater -absorbing layer or designed drainage space. seal with tape 2 2V � 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 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 Scale: NTs SELF -ADHERED FLASHING FLANGED WINDOW W P01 SELF -ADHERED FLASHING W P 02 SELF -ADHERED FLASHING W PO 3 FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 5. Remove all release paper per standard installation instructions and water to the building structural framin g g g components. Self -adhered membranes used as flashing shall comply with adhere to substrate using a square piece of flashing material (6" x 6" AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or for joint expansion and contraction, ASTMC1281, EXTERIOR SHEATHING RUBBERIZED RUBBERIZED ASPHALT Minimum) greater proper AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in EXTERIOR SHEATHING 3/4"-l" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER INSTALL SELF -ADHERED ASPHALT ADHESIVE 6. Fold as shown by arrows exterior walls shall comply with AAMA 71a4. The flashing shall extend to the surface of the exterior wall finish. Approved flashings Shall be installed at the following locations: THRESHOLD OF DOOR AND RETURN FLASHING JAMB & HEAD FLASHING, SEE ADHESIVE SELF -ADHERED FLASHING 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW tight to corner REFER TO TECHNICAL LETTER ON CHEMICAL OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) 8. Mechanically fasten as necessary 1..Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the COMPATIBILITY SCORED exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically RELEASE PAPER attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: SELF -ADHERED FLASHING SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" • (BEFORE FOLDING, SCORE RELEASE PAPER 70 EXPOSE ADHESIVE sHowN> 1,1 The fenestration manufacturer's installation and flashingInstructions or forapplications not addressed in the VERTICALLY FROM BOTTOM OF fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where flashing THRESHOLD Instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings, 3 MECHANICALLY FASTEN AS Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to NECESSARY IN CORNERS THROUGH b rrior for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection " SECTION -A (SEE DETAIL- ETAIL WP02) SELF -ADHERED FLASHING at the head and sides. 1.2 In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING CO /� 1.3 In accordance with other approved methods. 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ v I 2 WDMA 300 or FMA/AAMA/WDMA 400. s SELF ADHERED FLASHING 5 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with NAILING FLANGE projecting lips on both sides under stucco copings. DO NOT FLASH OVER 1 2 O SEAL TOPS OF JOISTS UNDER DECKING 4 6 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. BOTTOM NAILING FLANGE (SEE DETAIL WP07) 2 7 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. SELF -ADHERED FLASHING 4 W PO A SELF -ADHERED FLASHING DOOR WITH DECK /� /P 0 W► �/ SELF -ADHERED FLASHING , A' PO W/ �/ HALF ROUND WINDOW EXTERIOR INSIDE CORNER 7. At built -In gutters. SELF -ADHERED FLASHING DECK PROTECTOR�`�, SHEATHING 7/8" Cement Plaster ' 7/8" Cement Plaster m s MT SELF -ADHERED �I j in accordance with in accordance with ASTMC926 ASTMC926 FLASHING PATCH Felt backed metal Felt backed metal lathe in accordance ; . lathe in accordance SELF -ADHERED FLASHING DECK PROTECTOR ; with ASTMC1063 : with ASTMC1063 t Mk Building Paper P 7/16" O.S.B. ' Building Paper �, 7/16" O.S.B. DOUBLE �� ' �;�' � sheathing .' sheathing 9 �l SINGLE i a JOIST i JOIST SELF -ADHERED FLASHING < ..; =r ' ' Metal Flashing Keep top edge of weep screed r SELF -ADHERED FLASHING 3"MIN 2 a '^--. a.f. 3 1/2" Unperforated ; 2" below top of block o 4 ' gals Flange 7/8" Weep Screed Vulcu m cauk bottom joint only - Maintain Metal Flashing Bottom of 3-1/2" Unperforated SELF -ADHERED FLASHING \H0.8362x;DECK JOIST W P07 SELF -ADHERED FLASHING OUTSIDE CORNER WP08 APPLYA LIQUID FLASHING TO THE MASONRY OPENING (HEAD JAMB, SILL) IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE W P09 Weep Screed 1 1/2" to 2" Flange 7/8" Weep Screed INSTALLATION OF THE BUCK/RECEPTOR. Above Roof Sheathing 1/2" Cementitious Decorative Finish •q•. .•o• All Inside and .•'• °•. outside corner will EXTERIOR WINDOW UNIT ' • '•°• need to be miter • CEMT. FIN. '•..•• Cut and caulked all Cement Plaster butt joints need to ••••o° BUILDING PAPER SLOPE 0.3 in: 12.0 in SLOPE SLOPE in : 12.0 in (0.6 cm : 30.5 cm) SLOPE 0.3 in: 12.0 in (0.6 cm: 30.5 cm) in accordance with ASTMC926 over wood 2nd floor • ,q•••' becaulked using •�•'• Vulcum caulk for all (0.6 cm : 30.5 cm) - _------�`" SELF -ADHERED FLASHING WIRE LATH SELF -ADHERED FLASHING "-- EXTERIOR CEMT. FIN. . BUILDING PAPER WIRE LATH 1/2" Cement V V 1+ SELF -ADHERED FLASHING Plaster Finish Block WIRE LATH c.' " 2 1/2" Perforated '}''�• Flange 1/2" Weep • BUILDING PAPER BUILDING PAPER . Cement °°•°,•g• Screed ° .Plaster °•.• over block ` EXTERIOR 1st floor ' WINDOW UNIT CEMT. FIN. . ' Install bottom Slab edge of weep screed 1" below _A_ finish floor OPTIONAL DETAIL 2 3 2 3 ONOW: The building paper and metal lath must be installed over the top of WEEP SCREED DETAIN SELF -ADHERED FLASHING CEMT. FINISH WINDOW HEAD WP1 0 SELF -ADHERED FLASHING CEMT. FINISH WINDOW SILL WP 11 SELF -ADHERED FLASHING W P 1 2 the vreep screed. SCALE: NOT TO SCALE CEMT FINISH PARAPET WALL y cj0�� • E tv j 't��.ftJ Cy No pE 8 ..• N STA OF j4u ".,iS••'t.;l R i E:.•'. �.�` 0 NA coo t ii�ttti N O 5 `� !U `4 CO r� LO 1 IGoo m m O c m( 2 �.-I CIS J J J � � u_ o �'�o iu'H Co Nf ■mr, �VY p�Q O w a IL .. C . Ly 'h W LU 46 Z ■5 wy�yg o �ti a q m ��- O G O J CID a Emm y m H y WWW.FDSENG.COM 11 �2 z CD El - o 0 z o S j 4J aall J t-i -LO z " 'n M W a L1 0 • ... ca �. LULn � -J V ��E wt CID c0i g U 0 iv j a Q N O UOA,.� FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCI E Job Information: 0 z �L0 w \� m - z N ■■�Q . . a ■ ' m�a eC a) ®_ILu m o IVI Model Name / Number: 2117 J Plan issue Date: Thursday, August 26, 2021 KA PROJECT NUMBER: 21-12006 Sheet: WP Of; WATER PROOF DETAILS fm ATI© 20X10 9'-4" 4'-10 25 SH EGRESS DRI. 75 SH DAL 25 SH DBL 25 SH 2868 1414 rag 14x14 rag 00 2'-6" , r N I W SRE,4KF AST No 33EDROC7M *22.: GREAT ROOM . 12x6 1 wcd 105 "I Ox6 1 wcd I 255 14x8 1 wcd I 12x12 7" 40 85 1 Ox6 1 wcd WIS 5" 30 1 Ox6 1 wcd 14" n4 ALI W/ 3065 DOOR & TRA a � 1 ❑ 6 o ENTRY CEILING SEE DBL 25 SH ELEVATION M1 M1 ■ ' ' 3.0 TON W/5KW C240V 1 PH 18x13 Alen EGRESS scale :1 /4"=1'0" 25 SH platform by bldr NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS Transfer ducts/grills sized in compliance with Florida Residential Building Code—M1602.4 balanced return air. EXCEPTIONS 1-3 : 10x10 2wcd 1" IASTER SUI—E 135 195, 1wcd a 600 t � 75 1 Ox6 1 wcd 2468 OTUB o �t M -C W.H. 4" dryer duct to roof cap w/dryer vent box 2 CAR GARAGE 8' CEILING ------------------------------------------------; MS12 S-2 CHJ License # CAC032448 16x7 OVERHEAD FLOOR PLAN SCALE; 1/4" = 1' D" ALL ELEVATIONS Ln Ln 5" bath duct to roof or wall cap w/ standard 70 cfm bath fan _ V) N 5" bath duct to roof or wc11 c p w/ standard 70 cfm bath fan —I ig t Must have a minimum clearance of 4 inches around the air handler per the State Energy code. All duct has an t =6 insulation value. AREA CALCULATIONS 1st FLOOR 2115 S.F. To7AL LIV NG (AC) 211S S.F. GARAGE 432 S.F. COVERED ENTRY (BASE) 46 S.F. COVERED PAT:O/LANAI TOTAL AREA UNDER ROOF 2593 S.F. Ratin5 v s 0 o�-, o O�Q-`sINA- o � C6 CCS h W W o o C/) LLJ Cf) LLJ i— Q Q Q Z .. N N O i m r LLJ ' ' > Z 0 Z 0 LLJ J < F— m I-- Q D -1 0 DD Q Or- M EL —i C/ r) C)