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Home My WebLink AboutBUILDING PLANTERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA INDEX OF DRAWINGS R318.1 TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." NOTES: 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. EXTERIOR COVERING R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C926 AND ASTM C1063, OR ASTM C1787 AND THE PROVISIONS OF THIS CODE. R703.7.1 LATH. LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1-1/2" LONG, 11 GAGE NAILS HAVING A 7/16" HEAD, OR 1-1/2" LONG, 16 GAGE STAPLES, SPACED IN ACCORDANCE WITH ASTM C1063 OR C1787, OR AS OTHERWISE APPROVED. R703.7.2 PLASTER. PLASTERING WITH CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED OVER ANY TYPE OF CODE -APPROVED LATH AND SHALL BE NOT LESS THAN TWO COATS WHERE DIRECTLY APPLIED OVER MASONRY, CONCRETE, CLAY BRICK, STONE, OR TILE. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER OR OTHER FACING MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED TOTAL THICKNESS IS AS SET IN TABLE R702.1(1). CEMENT PLASTER SHALL BE IN ACCORDANCE WITH ASTM C926 AND MATERIAL SHALL BE IN ACCORDANCE WITH ONE OF THE TYPES LISTED IN R703.7.2. R703.7.3 WATER -RESISTIVE BARRIERS. WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. R703.2 WATER -RESISTIVE BARRIER. ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES, OTHER APPROVED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO. 15 ASPHALT FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM C1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. • EXTERIOR WINDOW/DOOR OPENINGS. • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME WALLS. • UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. • AT WALL AND ROOF INTERSECTION. • AT BUILT-IN GUTTERS. MASTER REVISIONS DATE I DESCRIPTION CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5" PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. 4. CONCRETE COVER MIN, 3" WHEN EXPOSED TO EARTH OR 1 1/2" TO FORM U.N.O. 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LBS OF FIBER PER CUBIC YARD. 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM 615, ASTM A OR ASTMA 996 GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON LINTEL PLAN PAGE. 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7th. EDITION (2020) IS TO BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. MASONRY WALL CONST. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90-014, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI (f'm = 2000 PSI ) 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270-14A. 3. COARSE GROUT SHALL CONFORM TO ASTM C476-10 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR 1OFT, WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OFTHE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. 8. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. 10, DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. 11, CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. WOOD CONSTRUCTION _ 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLE END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL, IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS, DOT SODIUM BORATE (SBX) DOES NOT. 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.OE Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP 1.7E Fb=2400 PSI MIN. 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR OR OSB FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. WALL SHEATHING: 7/16" STRUCTURAL I OSB EXPOSURE 1 OR 15/32" RATED OSB EXPOSURE 1 A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. PRE ENGINEERED WOOD TRUSSES 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER STRUCTURAL PLAN 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. B S TRUSS LOCATIONS SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES RACING, ANCHORAGE CONNECTION AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. UPLIFT CONNECTORS 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR MORE INFO. CODE CRITERIA FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL FLORIDA FIRE PREVENTION CODE 7TH EDITION (2020) FLORIDA BUILDING CODE ACCESSIBILITY 7TH EDITION (2020) RESIDENTIAL NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318-14) SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301-16) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2018 EDITION WOOD FRAMED CONSTRUCTION MANUAL 2018 EDITION APA PLYWOOD DESIGN SPECIFICATION E30-16 AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE 7-16 ALUMINUM DESIGN MANUAL-AAF20 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (8) LOCAL STATE AND FEDERAL BODIES DEFLECTION CRITERIA ROOF TRUSSES* LL/360 TL/240 COMMMENTS: ROOF RAFTERS LL/180 TL/120 ROOF RAFTERS (W/O CLG) LL/360 TL/240 FLOOR TRUSSES/ BEAMS ** LL/360 TL/240 FLOOR I -JOIST*** LL/480 TL/240 *TL MAX 2" UP TO 40FT SPAN **TL MAX 3/4" *** TL MAX 1/2" GENERAL ROOF LOADING SHINGLE METAL TILE HEAVY ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) TOP CHORD LL 20 20 20 20 TOP CHORD DL 7 7 15 25 BOTTOM CHORD LL* 0 0 0 0 BOTTOM CHORD DL 10 10 10 10 TOTAL (PSF) 37 37 45 55 BOTTOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE 20 ATTICS W/ HEAVY STORAGE 50 * ATTICS W/ NO STORAGE 10 (NON -CONCURRENT) NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN APPROVAL FROM FOR OR INDICATED ON PLAN GENERAL FLOOR LOADING TOP CHORD LL 40 (PSF) COMMMENTS: TOP CHORD DL 10 (PSF) BOTTOM CHORD LL 0 (PSF) BOTTOM CHORD DL 5 (PSF) SPECIAL FLOOR LOADING GAME ROOM 60 (PSF) COMMMENTS: BALCONIES/ DECKS 40 (PSF) BALCONIES OVER 100 SQ:FT 100 (PSF) LIGHT STORAGE 125 (PSF) LIBRARIES READING ROOMS 60 (PSF) STACK ROOMS 150 (PSF) GUARD RAIL @ HAND RAILS (d) 200 (PSF) GUARD RAILS IN FILL COMP. (f) 50 (PSF) ROOMS OTHER THAN SLEEPING 40 (PSF) SLEEPING ROOM 30 (PSF) STAIRS 40 (PSF) FOOT NOTES d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. f. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 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 :9 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSO AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE () VALUE DENOTES SUCTION DIAGRAM AREA 4O 5� (+) 27.6 (+) 27.6 10 () 29.9 () 37.0 (+) 26.5 (+) 26.5 20 (-) 28.8 O 34.4 O 0 O 50 (+) 24.8 (+) 24.8 (-) 27.1 (-) 31.1 I2yk 0 0 YYY (+) 23.4 (+) 23.4 100 (-) 25.7 (-) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x 7'-0" 16'-0" x 7'-0" O 51.3 (+) 24.3 (+) 23.3 () 27.5 (-) 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY W/IN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. SEE FLOOR PLAN FOR ACTUAL PRESSURES SHT NO:I TITLE 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAI LS S-3 DETAILS S-4 DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS TOM000Pl:T0 FIELD REPAIR NOTES I GENERAL NOTES: I 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 ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG 45 BAR INTO THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE ) MIXED PER THE MFGR'S INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY DURING BOND BEAM POUR. 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. TO FOOTING). 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4) 1/ "x 2V4" 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" SIDS SCREWS AND (5) 1/4" x 2 1/4" TITENS ONE EACH SIDE OF TRUSS. NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE MISSED, CONTACT THE FOR FOR SUBSTITUTION. 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) 16d x 2-1/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. It is the Intent of Designer/Engineer listed In the titleblock of these 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 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals clear information. Every attempt has been made to 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error. The Builder and all subcontractors are required to 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE review all the information contained in these documents, prior to 7TH EDITION (2020) RESIDENTIAL. the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations CONTROL OF CONSTRUCTION SITE: undetected and not reported to the Designer / Engineer prior to 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. All construction MUST be in accordance to the information found in these documents. Any questions regarding 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 information found in these plans should be directed to our Quality be TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER Assurance Manager immediately. No backcharges will considerefor reimbursement by the Designer/Engineer without advanced 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 notification and approval by the Designer/Engineer. CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON. Payments will be made in accordance to the terms of the agreemer CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. HOMES Of Northwest Florida- a0000 GULFBREEZE PARKWAY "ULFBR EZE. FLORIDA :3250a N CD Lo (0 100 Ln Cn r• EEO—o, ? t8 ow LJi. Ci � � 1 (� °',- w rA-,N�Z � w a Q � N C LL ry W 13 d W j C) Eta 3 Wo o=r-m w(h N O 0 0 3 u1 J Wg a -1 LL W� .-Iw-.. m m ,Z5 4 t ME aa" ct [!J p au"i a� U _ V ❑ ❑ WMAMSENG.COM Z o _ ,A\DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCI E Job Information: 0 0) Lo LO (] m _! W Lo J Im U) 0 1 ♦ 1 Model Name / Number: I 1820 r�KA Issue Date: Friday, July 23, 2021 PROJECT NUMBER: 21-8329 I Sheet: I Of: I COVER SHEET 160 MPH OPENING PRESSURES ENCLOSED -EXPOSURE B C A +27.6 / -29.9 +27.6 / -37.0 BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT MARK SPACING TOP BOTTOM SPECIES CAP-00 BW1 16 " (2) 16d TOENAILS (2) 16d TOENAILS SPF NO UPLIFT F. BW2 16" SP2 W/ (6)-10d SP1 W/ (%Tod 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 BW5 SP2 W/ (6)-10d SP1 W/ (6)-10d 16" STUD, 6 10d PLATE STUD 4 10d PLATE SYP 439 BW6 (2) SP2 W/ (6) 10d SP1 W/ (6)-]Od 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/ (6)`10d BW8 12" STUD, (6) 10d PLATE STUD, (4) 10d PLATE SPF 535 (2) SP2 W/ (6) 10d SP1 W/ (6)-10d BW9 12" STUD, (6) 10d PLATE STUD, (4) 10d PLATE SPF 1070 BW10 12" 12) 16d TOENAILS (2) 16d TOENAILS SYP 0 SP2 W/ (6)-10d SP1 W/ (6)-100 BW11 12" STUD, (6)10d PLATE STUD, (4)10d PLATE SYP 585 (2) SP2 W/ (6) 10d SP1 W/ (6)-10d BW12 12" STUD, (6) 10d PLATE STUD, (4) 10d PLATE SYP 1170 BW13 NOT USED 2x TOP PLATE TOP OF WALL ' _ -/--DOUBLE SEE P� MASONRY WALL OR ICF WALL. SEE PLAN 2x STUDS PER DOUBLE 2x HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WFO9/83 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH LE MSO3/S-1 FOR NO UPLIFT CONNECTORS ERG WALL TO INDICATED IN WFO9 CAN MASONRY WALL BE IGNORED. CONNECTION INFO 2x MID -SPAN BLOCKING CONNECTORS W/ (2) 12d TOENAILS @ TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN 8'-0" SCHEDULE ABOVE F.F. SEE FOUNDATION PLAN FOR MORE 2x P.T. W/ 1/2" A.B @ 32" O.C. W/ 7" 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 Q 32" O.C. 7/16" OSB PLYW'D W/ SAME EMBEDMENT W/8d NAILS AT 4110c WALL DETAIL IN FIELD AND EDGE. SEE GENERAL NOTE #8 BRG. 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 UNO ON PLAN, 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. SP4, SP6 AND SP8 CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SP1 AND SP2 INDICATED IN SCHEDULE ABOVE 5. IF "OW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED, SEE WF06/S3.1 OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO TE: THIS IS FOR 2 TORY PROJECTS ONLY ) FIRST FLOORCONNECTIONS. (NOTE: 6. IF "SW" IS INDICATED THE WALL IS CONSIDERED A SHEARWALL AND REQUIRES MIN. 7/16" OSB PLYWOOD W/ Sd NAILS AT 4" O.C. INFIELD AND EDGE TO (1) SIDE OF WALL 7. ALL 2x EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE 8. IFTHE BEARING WALL IS INDICATED WITH THE BW1, DW4, BW7, BW10 THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOE NAILED TO THE N 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. lOd= 0,148" DIA. x 3" LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPLIFT(Lb) C1 (3) 2 x 4 #2 SPF (4) -16d TOENAILS 0 OTT2Z 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 C4 (4) 2 x 4 SPF #2 DTT2Z W/ 1/2" WEDGE ANCHOR* & (8) 1/4" X 1 1/2" 2145 SDS SCREWS C5 4 x 4 P.T.#2 ABU44 W/ 5/8" ATR** U = 6665 2200 SYP POST & (12) - 15d NAILS 6 x 6 P.T. #2 ABU66 W/ 5/8" ATR** G - 12000 C6 SYP POST & (12) -16d NAILS U = 2300 8x 8 P.T. #2 ABU88 W/ (2)- 5/8" ATR** G = 24335 C7 SYP POST & (18) - 16d NAILS U = 2320 C8 3.5 x 3,5 P.L. 1.8E Fb=2400 PSI HDU5-SDS2.5 W/ (14) 1/4" x 2 1/2" SDS WS & 5/8" EPDXY 5645 (WOLMANIZED IF EXT.) ANCHOR, OR ATR** 3.5 x 5.25 P.L. HDU5SDS2.5 W/ (14) 1/4" x C9 1.8E Fb=2400 PSI WOLMANIZED IF EXT. 2 1/2" SIDS WS & 5/8" EXOPY ANCHOR, OR ATR** 5645 C10 3.5 x 7 P.L. 1.8E Fb-2400 PSI HDU8-SDS2.5 W/ (20) 1/4" x 2 1/2" SDS WS & 7/8" EPDXY 6970 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** C11 5.25 x 5.25 P.L. 1.8E Fb=2400 PSI HOU8 SDS2.5 W/ (20) 1/4" x 2 1/2" SDS WS & 7/8" EPDXY 7870 (WOLMANIZED IF EXT_) ANCHOR, OR ATR*** 7 x 7 P.L. HDU8-SDS2.5 W/ (20) 1/4" x C12 1.8E Fb=2400 PSI 2 1/2" 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 JCJ 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 (1.13E) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL DIA. / LENGTH PNEUMATIC GUN COMMON vs. GUN APPLICATION NAIL DIA.-LENGTH NAIL SPACING 8d 0.131" X 2 1%1" 0.131" X 21h" 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 31/4" NAILS & TOP PLATE 12d 0.148" X 3 1/4" 0.131" X 3 'A" 8" o.C.(COMMON) STUD WALL 6" O.C.(GUN NAIL) CORNERS 10d 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 1 (3) 16D ( GUN NAILS) 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/ 1/2" FLITCH PLATE THIS SHEET H3 (2)' 2X10 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H4 (2) - 2X12 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET (3) - 1 314" X 11 1/4 ATTACH TOGETHER W/ (2) ROWS 1/4" X 3 1/2' H5 LVL 2. OE Fb=2600 PSI SIDS WD SCREWS @ 16" O.C. TYP. EACH SIDE H6 (2) - 1 3/4" X 9 1/4 ATTACH TOGETHER W/ (3) ROWS 1/4" X 3112' LVL 2.0E Fb=2600 PSI SOS 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'-0" - 3'-11" (1) (2) (1) (2) 4'-0" 9' 0" (2) (3) (2) (2) (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" c.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. BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS (2) - 2 x 8 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) M1 OSB FLITCH PLATE. NAIL SIMPSON LSTA18 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU D.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 2 x 10 #2 SYP W/ 7/16' CONNECTION: PROVIDE (2) FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BM 0�OSB BEAM TOGETHER USING SIMPSON HTS20 TO WOOD POST ROWS OF NAILS @ 122"" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL, U.N.O. ON ROOF PLAN. (2) - 2 x 12 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) M3 OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) ST SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 1 3/4" x 11 1/4" LVL CONNECTION, PROVIDE (2) 2.OE rb=26DO PSI. NAIL BEAM SIMPSON LSTA24 OR (2) M4 TOGETHER USING (2) ROWS SIMPSON HTS20 TO WOOD POST 1/4" x 3 1/2" SOS WOOD OR (2) SIMPSON HETA16 TO CMU SCREWS @ 16" O.C. TYP. COL. U.N.O. ON ROOF PLAN. EACH SIDE. (2) -1 3/4" x 11 7/8" LVL CONNECTION; PROVIDE (2) 2.0E Fb=2600 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) TOGETHER USING (2) ROWS SIMPSON HTS20 TO WOOD POST 1/4" x 3 1/2" SIDS 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.OE Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M6 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 3 1/2" SIDS 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 P'tAN 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, a d An' 4" 10'-0" 39'-8" 01 13'-10" 13'-0" 12'-10" ol 5'4" 8' 6"01 4'-10„ (./ 25 SH %(1) 25 SH PRECAST BOTTO @ 6'-8" - - - - -� EGRESS EGRESS .' �. 13'-10" 13'-0" 12' 10" HOSE lo BIBB o Uj wo 0 BEDROOM BEDROOM #2 V AULT D CEILING M w _j VAULT CEILING = L Q (o a a M VAULTED CEILING 4 °P m Cr 3 o a co o CV r-1 � G1_ ---- ---- -ME S01 N �. OCS2 K 12'-4" 6' 0 5'-0" 7'-2" 3' 8" 2' 0" H1 (2) 3050 S H2 ' I -T, 2868 .. 2668 T. 2668h;; 2'-2" LU 8' CLG. _ (A LU - BW1 0 J 1R/1SH N (n W/ BASE PLATE N w _ ATTACHMENTS (4 (0 OET BRG. WALL W co�, _ BATH 2 00 CN m N DETAIL N 00 rr N VAULTED CLG W 29 Lo w 0 amp 2668 1 s 208 x �'n ROOM I I as 00 1 I 5' 811 3, 6,� IFAMILY o I I 7'-0" 10' CEILING 6'-8" I ro 00 . I W. I.C. I 0 0 �� cr I i 2x6 WALL VTR ° 10' CLG. 00la [2668- - Z ---------------- ------ _ co ---------1------- ------ - - - - -- A N �l bo N 1R/1SH cn \� ; BEDROOM #3 0 (D VAULTED CEILING o � � 12'-8" Z OWNR (n = L Of BATH U, �r co VAULTED �LG. w LO iv - 5068 i I r ,TOP ON 341k" I ' .` r ' ' , 8' CLG, iv -------------- WALL Cn I i1 ``. N r - - - - - - - - - - _- I ' 1R/1SH ANGE/ D/W \ ` \ o0 OOD I ' SINK PROVIDE PLATFORM CV ' m FOR HVAC UNIT VERIFY SIZE WITH MFGR KITCHEN DINING ROOM =poi< VAULTED CLG. ; VAULTED CEILING I m 2 w 9'-3" 3,-8„ 6'-7" 7'-4" 12'-10" N © N J CIO W O o 2668 Z o 0 o VERIFY REFRIG _ - - , T+ LOCATION 04 W/ BUILDER NOOK I 1 o I VAULTED CLG. J I L I Z 3! LAUN. 1 } iv '� U x I I vzi I I 10' CLG. 00 a l 3 1 LO I h 1 J L - LI- - - J I ' DEN/ DRYER VENT -m" 4" STEP DN. 2868 FOYER i BEDROOM #4 W.H. THRU ROOF 10' CEILING N VAULTED CEILING MAX LGT 35'-0" HANSON BOX � ' - -' -" - , @ 36" AFF ADD INVERTED � I PULL DN. STAIRS' M HIP w/ B ELEV. o 1 221A" x 54" 1 1 1 `-------------' SEE ENERGY FORM ; m - rI NOTE: BUILDER TO PROVIDI APPLIANCE PROTECTION IF FOR WALL INSULATION REQUIREMENTS S3 H1 /� I rl REQUIRED BY MUNICIPALITY. /~ w. SEE SHEET 4 FOR DETAILS I w 2 12" SA_ ' 1 -1 CRESS / 3 CAR GARAGE &TRANS. PE (0 io 8' CEILING ELEVA 1 00 N co S03 WF21 CQ 30' 0" S 1 6 S 3 2' 10" 10'-6" ol N - O ENTRY EGRESS N ( 10' CEILING SEE ELEVATION FOR LINE OF GARAGE L100R WINDOW SIZE &STYLE _____________T________i ' ' I I ----------- LINE OF GARAGE DOOR - ---------------------------------- M3 i t C�34 D cr ELEVD.� BM3 m 1 1 1 _ _ _ _ _ _ _ - _ - 16" SQUARE CD04 COLUMN TOP @ W-O" '-4" 2'-8" 9'4" ol 1 1 ; S12 1 S-3 , CD21 0 HOSE ' S 2 ' ' ' S12 S-2 � S-2 0 io BIBB 1 1 , G ' I ' H ' = 8 x 7 OVERHEAD DOOR 16 x 7 OVERHEAD DOOR 2' 0" 8'-0"e 2'-0" 16'-0" 2'-0" 6'-4" 13'-4" 10'-0" 20'-0" 49'-8" FLOOR PLAN SCALE: 1/4" =1'-O" ALL ELEVATIONS (; ) +26.5 / -28.8 O +26.5 / -34.4 +24.8 / 27.1 ( F ) +24.8 / -31.1 +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. 7AM-I IZfflayTldIIII GENERAL NOTES 1. R302.5.1 Door from garage into house must be a minimum 1 3/8" solid wood door, solid or honeycombcore steel door, or 20 Minute fire rated door. 2. Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic space and soffits is not acceptable. Ventilation shall be permitted to exit through the soffit If solid soffit is installed 5'-0" on each side of the venting. R302.6 The garage shall be separated from the residence and it's attic as required by Table R302.6. From the residence and attics by not less than 1/2-inch (12.7mm) gypsum board applied to the garage side. Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch (15.9mm) type X gypsum board or equivalent. Where the separation is a floor -ceiling assembly, the structure supporting the separation shall also protected by not less than 1/2 inch (12.7mm) gypsum board or equivalent. R312.2.1 Window sills In dwelling units, where the top of the sill of an operable window opening is located less than 24 inches above the finished floor and greater than 72 inches above the finished grade or other surface o below on the exterior of the building, the operable window shall comply with one of the following [3 listed methods]- R308.4 2 All windows within 2'-C" of doors and in shower or tub areas will be safety tempered glass Ceiling for exterior entries and covered porches to have 7/16". span rated OSB nailed per zone on roof diagram nailing schedule or 5/8" CDX. 1X T&G acceptable for substitution. EC: R402.2.4 Access doors from conditioned spaces to unconditioned spaces (e.g., attics and crawl spaces) shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. M1502.4.5 Duct length The maximum allowable exhaust duct length shall be determined by one of the methods specified in sections M1502.4.5.1 through M1502.4.5.3 Ceilings for exterior entries and covered porches to be 7/16" OSB on underside of roof trusses shall be attached to all framing members with 2x blocking perimeter. The OSB shall be attached w provided at p / 8d nails at 6" O.C. field and 4" O.C. at edges or 7d screw shank 3" O.C. field and 4" edges. Vinyl ceiling to be attaches to OSB per manufacturer specifications AREA CALCULATIONS 1st FLOOR 1820 S.F. TOTAL LIVING (AC) 1820 S.F. GARAGE 596 S.F. COVERED ENTRY (BASE) 56 S.F. COVERED PATIO/LANAI 137 S.F. TOTAL AREA UNDER ROOF 2609 S.F. 'm c_ mom (0 N 1�t (D O LO g �g M Lawn a�~0 o~tio s E P o LP cT'9 - U a � rn O z° LL LLL W m' car c W O_ Q > .sLsi yL, �- L m oLL �aa i 11 - w 3 021 Z'L-gva � cc p o Y vu7`a � tvQQ N�3>tpp o r 3 W L -' W cL f� W c0 m 0 J J w- a 9 'S5 - 2N �m•E Q Q Q 5 c y J ¢ DU WWW.FDSENG.NG.COM ❑ ❑ ❑ C9 � fit z -o Z z Z, Z3 m Z ~ I { t/`) Ur m - J LL "ou10 (a C 10 tat'ra C!l fL3 t� � ~ c+) U -N E W O U 00 U U) o °' Q N 0 b°p I�;m DAM$ HOMES FLORIDA CONTRACTORS LICENSE NO, CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCI E Job Information: ry O z W z Lo N V m r EL O�MJ Lo tLL^^J r�/�� W vJ vJ ♦ Model Name / Number: 1820 Plan Issue Date: Friday, July 23, 2021 KA PROJECT NUMBER: 218329 Sheet: 2 Of: FLOOR PLAN (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET IF STEM WALL OPTION IS TO BE USED. REINF. GRADE SEE PLAN 00 O � N I. Jr." I- (2) #5 REBAR FM01 I SINGLE STORY FTG REINF. SEE PLAN'' F.F. 00 x $ (1) #5 REBAR CONT. (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET IF STEM WALL OPTION IS TO BE USED. OPTIONAL CURB FOR VARIES MASONRY @ ELEV. 0'-0" W/ (1) - 45 BAR CONT. Ell 2 STORY: 20" X 20" REINF. N W/ (3) - #5 COI` SEEPLAN (2) # '5REBAR BEARING I - --7" 1/2" = 1'-0" 1 FM02 I SECTION @ GARAGE FM03 I THICKENED EDGE 1 1/2" =1'-0" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION PROVIDE 13" WIDE —FRONT WALL RECESS AT GARAGE OF GARAGE DOOR. EXTEND 6" BEYOND F.O.M. EACH END, TYP. I GAR. FIN. FLR. s / N * _. I ALIGN DRIVE W/ BOTTOM OF RECESS & PITCH DRIVE N ' 2 STORY: 20" X 20" 4" CONC. DRIVE W/ 1/2" EXP W/ (3) #5 CONT. JOINTS 10" O.C. TYP. 16V(2) #5 REBAR FMO9 I SECTION @ GAR. DOOR 11/2" =1'-0" 2x BRG. WALL 2 STORY: 20" X 20" (SEE FLOOR PLAN W/ (3) - #5 CONT. FOR MORE INFORMATION) N 4" - 16" 4" _ 2 #5 REBAR FM11 I STEP DOWN BRG. SE 1/2" = 1'-0" 1 FM12 I STEP DOWN NON BRG. SEE PLAN OPTIONAL CURB SLOPED GROUT OR MASONRY AT TO DRAIN 4"x 4"x 16" ELEV. 0'-0" WITH CURB (1) 45 BAR CONT.� (G.C. VERIFY) F.F. REINF. • _ _ V - - _ - • (SEE PLAN) INSTALL LINING , MATERIALS PER FBGR P2709.2 FM14 SECTION @ RECESS SHOWER MUDDED FLR. SLOPED TO DRAIN 1/2" = 1'-O" = 1'-0" = 1'-0" GENERAL FOUNDATION NOTES (U.N.O.) 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2 4" 2500 PSI CONC. SLAB W/ 6X6 10/10 W W M, OR FIBERMESH /FIBERMIX ADDED TO THE CONCRETE, IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND NER-284 FOR FIBERMESH OR NER-414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER. GC SHALL PROVIDE APPROVED SOIL OR BORATE TERMIT TREATMENT. 3 • INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR. TO BEAM W/ (1) #5 REBAR TYPICAL ABOVE SLAB. HOOKED FTG, DOWELS 17" EMBEDMENT W/ 30" EXT. ABOVE SLAB. 4 CONSULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE U.N.O. ON PLAN. 6 CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONCRETE OR IN EXTERIOR CONDITIONS). CONTROL JOINTS TO BE 1/8" SAW CUT A DEPTH OF 1/4 OF THE THICKNESS OF THE SLAB AND SPACED MAX. 10' APART. FILL CUT W/ APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. 7 NO WOOD STAKES PERMITTED IN FOUNDATION. 8 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. 9 ALL FOOTINGS SHALL BE MIN 12" BELOW FINISHED GRADE SECTIONS R403.1,4.1 THROUGH R403.1.4,2. 10 MASON TO COORIDATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB 11 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY 12 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR) THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF, FOOTING SCHEDULE MARK SIZE DEPTH REINFORCING GRAVITY CAP. [Ibs F1.0 1'-0" X CONT, 1'-0" 2 #5 E.W, BOT. 2000 D,0 2'-0" X 2' 0" 1'-0" 3 #5 E.W. SOT. 7200 72.5 2'-6,, X 2'-6" 1"_0" 3 #5 E.W. SOT. 11000 F3.0 3'-0" X 3'-0" 1'-0" 4 #5 E,W, SOT. 15600 F3.5 3'-6" X 3'6" 1'-0" 4 #5 E.W. SOT. 21500 F4.0 4'-0" X 4'-0" 1'-0" 5 #5 E.W. SOT. 28000 F4.5 4%6" X 4'6" 1%4" 5 #5 E.W. SOT. 34500 F 0 50 5%0" X 5'-0" 1'-4- 6 #5 E.W. SOT. 42500 F6.0 6'-0" X 6'-0" 11-1" 7 #5 E.W. SOT. 61500 LEGEND INDICATES SINGLE -STORY FOOTING ® INDICATES TWO-STORY FOOTING INDICATES PAD FOOTING 1/2" = 1'-0" �, SEE PLAN o TYP. SEC. 00 z� "CONT. 2 #5 CONT. 2 #5 BENT BARS W/ MIN. 25" LAP SPLICE "Lu . 1/2" m 1'-0" 1 FM18 I TYP. STEP FTG. DETAIL ( 1/2" =1'-0" ALTERNATE: THE REINF. BARS SHALL BE #5 CONT REINF. REINF. GRADE SEE PLAN CONTINUOUS AROUND CORNER SEE FND. FOR BY COLD BENDING THE BAR WITH QUANTITY MIN. BAR LAP OF 25" #5 X 25" X 25" o CORNER BAR ONE N —� FOR EA. HORIZ. N REBAR, TYP. U.N.O. (2) #5 REBAR 16,E " A/C CHASE- 4" PVC SLEEVE 2 STORY: 20" X 10" THRU FOOTING W/(3) #5 CONT. FM19 I TYP. CORNER BAR DETAIL I11/2"=1'o"I FM23 I TYP. FND PENETRATION I1/2"=1'-0 STEMWALL SCHEDULE STEMWALL FOOTING DIMENSION MAXIMUM NUMBER/SIZE OF BARS LAT. F.C. SPACING (O.C.) HEIGHT (h) d 1 STORY d 2 STORY b 1 STORY b 2 STORY IN STEM WALL 0'-0"-2'-0" 8" 10" 16" 20" W/ (2) #5 BARS <674# 6'-8" >2'-0"-3'4" 10" MY 20" 24" W/ (3) #5 BARS 674# 5'-4" >3'-4" - 4'-0" 12" 12" 32" 32" W/ (4) #5 BARS 845# 4'-0" >4'-O" - 5'-4" 16" 16" 48" 48" W/ (5) #5 BARS CONT. 1162# 2'-8" & #5 @ 18" O.C. TRANSV. SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL NOTES: 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE SEE CHART ABV. -MAX. F.C. , ; 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND SPACING (O.C.) Q o34Fa. WALL WHEN STEM WALL EXCEEDS 4'-0" FIBERMESH CAN NOT BE USED AND W.W.M. TO BE u ERT. F.C. ABV. FDN. #4 TURN BARS ARE REQUIRED @ EACH FILLED CELL LOCATION. EACH BAR TO CONT. REBAR i PER PLAN SPACING TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM (1) #5 HORIZ. CONT. TIED TO EA. VERTICAL REINF. BAR EE NOTE 3, IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO #4 TURN BAR @ STEM #g CONSTRUCTION FOR MORE INFORMATION WALLS GREATER THAN 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK " s' FILLING IS TAKING PLACE (1) #5 HORIZ. CONT. TIED TO EA. VERTICAL REINF. B s s _, s a *16" 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK @ 16" " + u ,� y C. O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" FI FIN GRADE 8MIN. h * TALL (TYPICAL ALL CORNERS) TO TOP of STRIP FTG. z y' a C1, 6. IF STEMWALL IS WITH IN 5'-0" OF POOL OR WATER FEATURE FOUNDATIONS , 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. COMPACTED CLEAN FILL IN MAX 12" LIFTS s 8. R403.1.4 MINIMUM DEPTH. EXTERIOR FOOTINGS SHALL BE PLACED NOT LESS STRIP FTG. W/ QTY OF "MIN. COVER «SEE NOTE 5 THAN 12 INCHES (305 MM) BELOW THE FINISHED GRADE OF GROUND SURFACE. REINF. PER SCHEDULE d b WHERE APPLICABLE, THE DEPTH OF FOOTINGS SHALL ALSO CONFORM TO (3 SHOWN) SECTIONS R403.1.4.1 THROUGH R403.1.4.2. 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL FMASW I STEM WALL SCHEDULE NTS 0 FOUNDATION PLAN SCALE: 1/4"=1'-0" ALL ELEVATIONS �N ;5C_ mm�cw to O N U) ri 00 rl- c •• av N L U.1 W II„ d, CO I- co In 00 ti ?ram mm . t7.N N O_m��sG IT! W p a"i LLUJ �cpco0o aS`°=—m LLB �I��°r d 4i Y OnN " 3 P o `m Z' Oc v a =Cq O Z 2Y ~ W Ng Vim ' O m m 43 p ZN v� LO LL U Q Q Q d y .. .. O J Cn O dm$' W v ❑ ❑ ❑ WWW.FDSEN(a.COM CD j z g Z N O J � d N ; z N M1 'a uj w C y°J U —N (0 E U 00 DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCI E Job Information: z la) w ►- o cD — p_jLuZ) a J M U) U) 00 IL Model Name / Number: 1820 Plan Issue Date: Friday, July 23, 2021 KA PROJECT NUMBER: 21-8329 Sheet: 3 Of; FOUNDATION PLAN 1 1/2" VTR 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 = 1820 x 3 = 5460 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 200 GEN LIGHT'G & RECEIPT. + APP. CIR. = 34,010 SUBTRACT 100 % OF FIRST 10,000 10,000 A= 24,010 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP.) 10,000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS @ 100% = 10,000 + 4096 OF "A" = (.40 x 24,010) = 9,604 + 100% OF "B" = (20,000) = 20,000 TOTAL WATTAGE = 39,604 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 165 ASSUMED EDGE OF WALL 0 m H 2x6 WALL (FLOOR TO CEILING) 2'-8" USE 2 RED HEADS TO ANCHOR WALL IFM24.11 ALTERNATIVE PROTECTION BARRIER N.T.S. TO SANITARY SEWER PLUMBING RISER. NOTE: ALL PL-UMBING RISERS ARE TO BE VERIFIED w/ PLUMBING CONTRACTOR INSTALL FAN r - - - - - - - - - - - - - BOX PREWIRE.[]_ � \� I I I 1 � I I • I INSTALL FAN BOX PREWIRE WP ' GFI - ---------------------------------- , I ' CM I , :.. . IF w 701 GFI GFI i I — ` r - GFI* - - *GFI 120 - - - - I+ -, ,I -GFI- - I GFI, O MICRO/ ; GFI FOR D/W HOOD LOCATED IN . _ADJACENIG4l I , I GFI .-0 I VERIFY r l — LOCATION i WP I IN FIELD 220 GFI DISCONNETEV V, r- _ J r,— — — - , I GFI GFI I I , I / c�h r _ r.," GFI @ w �i ' ELECTRICAL L U W.H. 220 42" AFF , / PANEL Ld jr > J ATTIC ELECTRIC ox m ' / IF REQ'D BY CODE mw2 wdZz /. ¢zo o w a00d -J J � OODUjU m QLLU ~ v ~wLOL,Lij LMLJ7 fZ to LL ? >O F- EE om�Q .hl GFI@ > W z a p �u GFI GFI 42" AFF mO�p c~¢i m o a FOR GARAGE FOR GARAGE o o 00 Um' DOOR OPENER DOOR OPENER ------------------------ ' ---------------------------------------------- I , I I , I I I i 1 GFI @ 4�" AFF I , 1 I , I HOSE BIBS c I I , 1 COACH x----------------------COACH LIGHT COACH LIGHT LIGHT X. DOOR BELL r WP*j GFI „ n 11 II ` II �I BIBB INSTALL FAN SOX PREWIRE /X I CM Ell I 1 I Yr. G F9 �;� rr I, I , t�INSTALL FAN j BOX PREWIRE I 1 I I I i a ' E I 220 r- - - - - - - - - - - - Ti I I I , , I CEN. OF WALL o ' �-z I zI I I W I V , I / I I I I � I I ' COACH / LIGHT - �j'`j�INSTALL FAN ' BOX PREWIRE I I I I , , NOTE: KEEP COACH LITES OUT OF BANDING, QUOINS, AND ROUND COLUMNS WHEN POSSIBLE. REFER TO ELEVATION FOR TRIM. ELECTRICAL PLAN SCALE: 1/4" =1'-O" 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 (C,ENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR, 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCIs (ARC FAULT CIRCUIT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUITS IN ALL DWELLING UNITS PER NFPA 70 (CURRENT EDITION). 7. PROVIDE TAMPER RESISTANT RECEPTACLES AS REQUIRED BY THE NFPA 70 (CURRENT EDITION). 8. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED IN ALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70, SUCH DEVICES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 9. R315.1.2 COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED AND LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. 10. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 11. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 12. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 13. CHAPTER 45 PRIVATE SWIMMING POOLS - OUTDOOR SWIMMING POOLS SHALL BE PROVIDED WITH A BARRIER COMPLYING WITH R4501.17.1.1 THROUGH R4501.17.1.14. 14. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' OF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLETS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THAN 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. ELECTRICAL LEGEND ® SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH %�� FLOOD LIGHT $4 FOUR-WAY SWITCH $DM DIMMER SWITCH FLUORESCENT LIGHTING -(�- CEILING MOUNTED FIXTURE n U nTRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE o CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET ( � GROUND FAULT INTERRUPT a7 � DOOR BELL CHIMES WP WATER PROOF W/ GROUND FAULT v 220 VOLT OUTLET O— DOOR BELL ® SPECIAL SERVICES OUTLET D0 DISPOSAL T.V. CABLE OUTLET LD DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING � JUNCTION BOX WP WATER PROOF O RECESSED LIGHTING THERMOSTAT Adft BATH FAN O LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT I C INTERCOM SYSTEM ® L.E.D. DISC LIGHT ® GARAGE DOOR PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED SAME AS UNDERGROUND WITH ELECTRICAL CONTRACTOR 200 AMP SERVICE 200 = 2/0 COPPER OR 4/0 ALUMN, IN 2" CONDUIT METER MAIN DISCONNECT 200 AMP A/C DISCONNECT UNDERGROUND SERVICE BY POWER COMPANY # 14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL —#12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE INTERSYSTEM # 8 TO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD W/ MIN, 8' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER 00. rl N O N M N ° ° e — 3 y N Q0 IA° g rj �v III 0 1- 00 Ld 00 rl- d g'a�,c Mm N 4k * xk J J E 6 rl (j0 6(M W LL c rn rdi'N 3 s N10 GLow z 1dl ��N W a �F � g- �W Q o W ui Y rD o 0Ui C, uIN��S a o J 00co @ na- pew uma UIL C7 J I — a. — O d d m m r w Q = U U fA WWW.FDSENG.COM O 74 z CD — o 0 z o N Z (V Q Y � all J a m — ff) z r 0 Q) — w c 0 ,U W 0 — uOLU i Co C) 0 t c 90LID DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCI E Job Information: NO 0 z LO W 4L_ o LO z �-I ■■��m � v a 0 J W 00 o _I 00 Cn (n Model Name / Number: 1820 Plan Issue Date: Friday, July 23, 2021 KA PROJECT NUMBER: 21-8329 Sheet: 4 Of: ELECTRICAL PLAN BEARING C@ ENTRY 0 bo FIN _FLR._j _` TOP F BLOCK _ 0 i� FIN. TOP OF BLOCK 12 61- 12 C SMOOTH DECORATIVE BANDS RETURNS 2'-0" SEE FRONT ELEV. FOR SIZE & STYLE 48" OFF RIDGE VENT W'DOW HEAD HGT 00 to DBL 25 SH LITE TEXTURED DECORATIVE CEMENTITIOUS COATING RIGHT ELEVATION "B" SCALE: 1/4" =1'-O" 48" OFF RIDGE VENT 48" OFF RIDGE VENT I TOP OF BLOC 0 o, FIN. FLR. 48" OFF RIDGE VENT VENTILATION CALCULATION Formula = SF 00 2* IL44= not so inch of venting needed eaual r intake and exhaust 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) 2609 s.f. Total needed for exhaust for upper 1/3 ` 626 net sq inches Total needed for intake (soffit area, lower) 626 netsq inches Number of Off Ridge Vents for upper 1/3 needed 5 L.P. of Ridge Vent needed (can be used in combo with ORV) 35 Lineal Feet of Soffit needed to meet required 114 Lineal Feet of Soffit provided by plan 1 209 TOP OF BLOCK I V Ur OLUl. o 0o FIN. FLR. ■ LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 00 33/2 SH 25 SH _ 'DOW HEAD HGT Ll _ DBL 25 SH SMOOTH DECORATIVE RAISED BANDS RETURNS 2'-0" SEE FRONT ELEV. FOR SIZE & STYLE _ _ c 0 00 -FIN. FLR_ FLR, 00 o W'DOW HEAD HGT 25 SH LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 25 SH H- (2) 3050 SH 2868 FRENCH DOOR REAR ELEVATION SCALE: 1/4" =1'-O" 0 �o ,P OF BLOCK 0 in WINININ, 8' X 7' 16 PANEL OVERHEAD DOOR LEFT ELEVATION "B" SCALE: 1/4" =1'-O" 12 61 Al MINININININ110-11ml 16' X 7' 32 PANEL OVERHEAD DOOR 95 DBL 25 SH BRG. @ ENTRY TOP OF BLOCK W'DOW HEAD HGT 0 0 0 0 i0 FIN. FLR. 3068 DOOR W/ (2) 1068" LITE TEXTURED DECORATIVE 4"/8"/4" RAISED S.L. AND 16" H TRAN. ABV. CEMENTITIOUS COATING BANDS DOOR STYLE MAY VARY REFER TO SPECIFICATIONS FRONT ELEVATION "B" SCALE: 1/4" =1'-O" Im ■yc O d O 9 Lp li 000 r-- a a U d c ao c 0 O 6 M LJL LJL LJL. O �CCp q0 N � � O .� V m 5 -t 4LQ lil N r C W 0- �a �M a Ito o o- a LL c ILJ U) 4.L ' 13JO-O Q. LU _M� i om Z2-oaQ Z - C, 0 3 F. Eh ,_ Ill e rn° K O J $ aT�i � ZN c4 Q Q f(� M Q s pLL i J � ♦— L! 0 O `a u £' IS z q,sv W U J WWW,FDSENG.COM v z Z O ♦��y��/// z O Ic a J d � — � un Z N LL La WCL -Q)/ ::D a ,• C fh Uj V � U L" 000 0) Q N 6o°.o m /A,�DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: 0 z (1) w � M z ■■ ■■ 00 o�� _Jw:D � oo cn cn CO Model Name / Number: 1820 Plan Issue Date: Friday, July 23, 2021 yl KA PROJECT NUMBER: 21-8328 Sheet: 5 Of; ELEVATIONS SEE DIET. TB03 FOR WIND I < 155/C M G.C. TO PR( BLOCKING' W/ APA RE( FOR SPAN I SHEATHING SEE "HIP/R BLOCKING" 0 z W a 20'-0" MAX 20'-0" MAX FOR WIND SPEEDS -c 155/C MPH ** ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING THICKNESS IS 16/32".) IF 15/32" IS USED, THEN THE ALTERNATE BLOCKING IPEEDS )H )VIDE 0 COMPLY OMENDATIONS ATING OF DGE DETAIL o - - - - EQ. Q p - 0 LU Q O O O EQ. _ "X" DETAIL BRACE TB01 SEE CONTINUOUS BRACING a 2 X ^ Q BOTTOM 4 MIN. SEE CHORD DETAIL TB04- - - - - O O O rl � d W \ BOTTOM CHORD GABLE END BRACING @ OP CHORD 2X4 #2 SYP 4'-0" O.C. MAX. FOR FIRST (4) BAYS BLOCKING @ 16" O.C. MAX NOTE: FOR FIRST (4) BAYS 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 21 "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. T805 REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTS RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft WIND SPEED (ULTIMATE) 160.0 MPH WIND SPEED (ALLOWABLE) 123.9 MPH EXPOSURE CATEGORY B EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG, WIND AREA (+) VALUE DENOTES PRESSURE DENOTES SUCTION [4' 12]-[12' 12] 5Q FEET) (-) VALUE a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r I,a ,, *a�a HIP -37.02 -51.06 -51,06 -51,06 T 10 `D GABLE -37.00 -37.On -5 , -5 1-1 -58.99 -76.03 ROOF NAILING 1CHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-03 (1 Od) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r. ASTM F1667 RSRS-03 (1 Od) NAILS @ 4" O_C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r. ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: 1a32" EXP. 1 (g20) TILE: 12 32" EXP.1 ('20) NOTE. 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 38" x 0.113") NAILS Ia R is 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN -U32", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (21/2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILSa=f4-ft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA, END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE, WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM 36" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1g". O NAIL AT BASE 2 ROWS @ 4" O.C. w/8d COMMON NAIL. © NAILAT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL. © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. wl 8d COMMON NAIL. O NAIL INTERIOR AT 6" O.C. w/ Bd COMMON NAIL. O STAGGER ALL VERTICAL JOINTS & 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. O (2) Rd NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL MEMBER IF GABLE END. I it II I II II 15/32" OSB I I I I I EXPOSURE 1 II D II SHEATHING I 11 it I II II I II II I II II II PROVIDE BLOCKING I I I I I AS REQUIRED PER SECTION X-X IF NOT _ I----y----yl---- FULL HEIGHT SHEET = O � FLOOR SYSTEM 2x RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM NOTE- 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2112". DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1x" (2)- 2x TOP PLATE BEYOND ///��- 16/32" OSB EXPOSURE T SHEATHING ----------- ------------------- i---T-•---'1----i --- i---------- 1 I 11 II it It I I I I I 11 I SOLID2xBLOCKING wp (� ALL SHEATHING w LU j F II III II II II I III 11 II 11 I EDGES U) N II I I I I I I III I IVill, q (SEE SECTION X-X) p� it III III II I -� NNI j1 OPENING II III II II I I it III II II II w = LL I I II C III I x i I I I I n. 0 II iI L-_ J _ L- -JL--- IL - 1I n II ul 111 II I E I 2xSTUDS BEYOND. w p it I I I 11 IIII III 11 I II 11 II I I I I I I 11 I I w w SEE PLAN :E I I III I I II IIII II II II I III I I II I IIII III II II 11 I II II I I III I I II II I 0 K ? III I I II IIII it I I I II 1111 tl II II II it I y III I I II IIII 11 1 1 I II IIII II II it I II II it I 9vd P T RACE PI ATF RFYr1Nl1 AF '---CA1` PLAN VERTICAL HORIZONTAL WALL ELEVATION DIAGRAM 3l8° „S„ , N/ SPACIN 3/4" I 1r2" . . SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING p � 0w r F- IO 0 LL M O OLL AT ALL PANEL BLOCKING --viLOCATIONS MI N 2 X 4 42 SPF TURNED VERTICAL W/ 7116" FLITCH PLATE TO W/ (2) 12d TOENAILS EA, END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAI LS (2) 8d NAILS @ W O.C. STAGGERED VERTICAL BLOCKING SECTION X-X T11313 I WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES I N.T.S. CONNECTOR SCHEDULE FOR:;ADAMS HOMES - 1820 ELEV B 3CAR TRUSS ID BEARING TRUSS ACTUAL CONNECTOR ID CONNECTOR UPLIFT FASTENERS NOTES POINT UPLIFT DESIGN RATING ' C1 - C5, C1B, C1V - C5V, D02B, E7,,E7V' L/ R - 824 # or less HETA16 / PER TRUSS MFR 1810# (9) 10d x 1-1/2-" E7VP H7 H7V " C1P,,E3, H3 L/ R - 258 # or less H10A/ PER TRUSS MFR 1040# (18) 10d x 1-1/2" (9) 10d x 1-1/2" A01 - A06 A09 A10 K20 K21 L/ R 954 # or less HETA16/HETA16 1810#/ 1810# 9 10d x 1-1/2" B02B L/ R 695 # or less HTS20 / PER TRUSS MFR 1310# (24) 10d x 1-1/2" (12) 16d K23 L/ R - 2059 # or less (2)HETA16 / (2)HETA16 2365# / 2365# 12 16d C3B, C5B L/ R - 143 # or Less PER TRUSS MFR (9) 10d x 1-1/2"' A116, A126 L/ M/ R 1041 # or less HETA16 / HTS20 / PER TRUSS MFR 1810# / 1310# 24 10d x 1-1/2 (18) 10d x 1-1/2" 6038 B058 t/ M / R 661 # or less A HETA16 PER TRUSS MFR H10 / / 1040# 1810# / 9 -10d x 1-1/2" (9) 10d x 1-1/2" 1810#/ 1040#/ (18) 10d x 1-1/2"1040#/1810# A07 L/M/M/R -703#or less HETA16/H10A/H10A/HETA16 (18) 10d x 1-1/2" 9 10d x 1-1/2" (9) 10d x 1-1/2" HETA16 / (2)HTS20 / (2)HTS20 / 1810#/ 2620# / (48) 10d x 1-1/2" A08 L/ M /M /R 1 849 # or less HETA16 2620# / 1810# (48) 10d x 1-1/2" 9 10d x 1-1/2" TRUSS MANUFACTURER: PROBUILD DATE OF LAYOUT: DATE OF TRUSS CUT SHEETS: 7/6/21 L ='LEFT, R = RI GHT & M = MI DDLE BEAR[ NGS BEARING LOCATIONS ARE REFERENCED TO TRUSS MANUFACTURER'S TRUSS DRAWINGS: ALL CONNECTORS ARE SIMPSON PRODUCTS SIMPSON - CONNECTOR SCHEDULE USP - CONNECTOR SCHEDULE MARK TYPE CONNECTOR & FASTENERS SEE SYP CONNECTOR & FASTENERS SEE SYP AOFRAME TO MASONRY HETA10 w/(9)1 Od x 11!2"OR HETA20 w/(9)i Odxt llT' 1410 HTA16 W(10)10d x 11/7 OR HTA2U w!(10)70dx112" 4585 1870 OR TRUSS BRACING FRAME TO O FRAME 112.5Aw/(10)8d NAILS 535 (# RT7Aw/(10)8d NAILS 515 586 AND ADDITIONAL CO FRAME 1930 (16)l0dx11/2"AT2PLY ROOF INFORMATION FRAME H10A-2w/(l B)10 x/l 117'AT2PLYTRUSEES 1080 RTi6-2wf(RTRUSSES 935 1060 DO®gp FRAME TO FRAME MTS12 w/(14)l0dx 11/2" (AT EXTERIOR LOCATION INCWDE (3) 12d TOENAILS) 860 MTW12w/(14)10d x 11!2" (A7 EXTERIOR LOCATION INCLUDE (3) 12d TOENAILS] 1005 1195 SEE SHEET S-4 FRAME TO MGT Od NAILS AND 5/8" A.T.R. 12" 51W A.T.R. O w/(22)1 w/ 3330 3W6 MUGT15 w/(28)1 Dd NAILS AND wl 3330 4495 MASONRY EMBEDMENT w/ SIMPSON "SET" EPDXY -2 EMBEDMENT w! SIMPSON "SET' EPDXY O FRAME TO HTS20 w/(24)10d xI 12"(AT EXTERIOR 1125 1310 HTW20 w/(24)1 Odx 11/2"(AT EXTERIOR 1285 1530 FRAME LOCATION INCLUDE (3)12d TOENA'.LS LOCATION INCLUDE (3)12d TOENAILS FRAME TO (2) HTS2Dw/(48)1Odx 1 1/2" (AT EXTERIOR (2) HTW20w/(48)10c x l l2" (AT EXTERIOR Q FRAME LOCATION INCLUDE (5)12d TOENAILS 2250 2620 LOCATION INCLUDE (6)12d TOENAILS (EA) 2570 306a HGT-2w/(16)10d NAILS AND (2) Big' A.T.R. HUGT2 w/(16)10d NAILS AND (2)SI8"A.T.R. O FRAME TO w/ 12" EMBEDMENT W/SIMPSON "SET' 10690 w' 12" FM8FDMFNTw/$IMPSON "SFT" 7020 9790 MASONRY EPDXY (HGT-3 FOR 3-PLY) EPDXY (HUG73 FOR 3-PLY) O FRAME TO FGTR w/(18)1/4"x3"SDS WOOD SCREWS 3400 4725 RFUS w/ (12) WS3 WOOD SCREWS AND 7100 MASONRY AND (2) 12" x5' TITEN HD ANCHOR BOLTS (4)3/4'x6' WEDGE -BOLT (1) LGT2 W/ (16) 16d SINKERS J1 FRAME 1.O 8 (7) 1!4" x 2-1/4" TITEN 2 1750 2030 MASONRY 9EE14O1E ELOW J2 FRAME TO MASONRYI (2) LGT2 wl (32) '.6d SINKERS & (14) 114"x21/4"71TEN (2PLYTRUSS) 35oaM 4tM&0-M (2) LUG72 wl (32) 16d SINKERS & (10) 1/4"x3"WEDGE-BOLT(2PLY TRUSS) 3100-M 3100-M 3240E 3A70-F 3800-F 4520-F FRAME OR (28) 16d SINKERS FOR FRAME (EA) OR (32) 16d SINKERS FOR FRAME (EA) J 3 FRAME TO MASONRY / (2)1 GT3 .1(24) 14" x T SDS SCREWS 8 (8)3/8" x 6" TITEN (2 PLY TRUSS) 4730-M 6S70-M (2) I.UGT3 w/ (24) 1/4' x 2 1/2" WS25 SCREWS 8 x 5" WB (2 PLY TRUSS) 6480-M 7050-M FRAME OR(52)'�.EdSINKERS FOR FRAME (EA) 501 D-F 6960-F HIKERS OR(56)16d SlNKERSFORFRAM E(EA) 6480-F 7710-F O BEAM TO HJ410 OPT HUC410 w, (-8) led & (10) 10d G#2680 H0410 OPT HD4101F w/ (20)16d & (10) 10d G#3080 BEAM NAILS J*1895 NAILS U#1950 TO HU410 OPT HUC410 w/ (13) TITEN G04500 HD410 OPT HD4101F w/ (20)1/4" x 3" G#3355 OBEAM MASONRY 1/4" X2 314" & (10)10d NAILS U#1800 WEDGE -BOLT & (10) 10d N'All8 U#850 BEAMTO HU46OPT HUC46 w/(6)10d NAIL & G01540 G#3000 HD46 OPT HU40 .1 (6) 10d NAILS& GIM625 G#2015 L2 MASONRY / (12) 1/4" x'2 3/4" TITEN (TO MAS.) U00980 101135 (12)1!4' x23/4" TAPCONS (TO MAS.) U*1030 U#850 FRAME OR (12) 16d & (6) 10d (FOR FRAME) SYP-F SYP-M OR (12) 16d & (6) 10d (FOR FRAME) SYP-F SYP-M TO (2) HETA16 OPT (2) HETA20 1920 1920 (2) HTA16 OPT (2) HTA20 1870 ,E) MASONRY MASONRY 1-PLY./ (10) I Od x 1 1/2" OR 2365 2365 1-PLY w/ (10) 10d x I VX OR 2430 2-PLY w/ (12) led 2-PI Y wl (12)16d HTSM16 wl(8)16d NAILS AND (4) 19N21/4' 955 1110 HTWM16 w/(8)'0d NAILS AND (4) 1WX1314" 1145 1225 FRAME TO TAPCONS WFDGOF-SOLI O MASONRY HI-SM20 w/(10)10d NAILS AND (4)1/4N2'.14" 955 1110 HTWM20 w/ (10)1 Od NAILS AND (4) V4"xl 3/4" TAPCO14S WEDGE -BOLT 1145 1295 OFRAME P TO H106 wl (8) Bd A 12' NAILS AND (2) 3I8'x4" 780 01U MASONRY TITAN HD TO O DTT2Z wl (8)1/4" xl 1/2" SDS WOOD DTB-TZ w/ (8)1/4" xl 112" W515 WOOD OFRAME G MASONRY SCREWS AND(1)1/2' H A.T.R. EPDXI ED w/ 1835 2145 SCREWSAND(1)12"BAT.R. EPDXIED./ 1510 1835 SIMPSON "SET" (SEE NOTE #4) SIMPSON "SET" (SEE NOTE #4) HTT5 w/ (20) l6d x2 12" NAILS AND (1) 518" 0 HTT45 w/ (28) l6d X2 1/2" NAILS AND (1) OMASONRY FRAME TO AT.R. EPDXIED w/ SIMPSON "SET' 4375 ' 090 WS" 9 A.T.R. EPDXIED w/ SIMPSON "SET" - 5005 (SEE N07E#4 BELOW) (SEE NOTE #4 BELOW) HTwl(18)10dx212" NAILS AND (1) 518"0 HTT45 w/(10)16d x2112"NAILS AND (1) OMASONRY FRAME IO AT.R. EPDXIED w/SIMPSON "SET' 3640 4235 5/8"0 A.T.R. EPDXIED w/SIMPSON "SET' - 4180 (SEE NOTE #4 BELOW) (SEE NOTE #4 BELOW) O FRAME TO H10Swf(24)10dxt 1/2'NAILS 785 910 LUCTiw!(23)8dx11!2'NAI-S 875 1045 FRAME TO HM9KT w/ (4)1/4'Xl 1/2" SDS WOOD RT16M w/ (9)10d x 1 1/2" NAILS 8 OFRAME MASONRY SCREWS & (5)114"x21/4" TAPCONS 780 760 (4) 1/4" x 1 314" TAPCONS 1395 1396 TO VG wl (16)1/4 xY SIDE WOODSCREWS & "SET" OFRAME MASONRY (1) 5/8"3 A.T.R. EPDXIED W/ SIMPSON 3555 4940 w/ 12- MIN. EMBEDMENT FRAME TO (2) VGT w/ (32) 114"x3" $DS WOOD SCREWS ® MASONRY 8 (2)5!8'.9 A.T.R. FPO XIFD WISIMPSON 5170 7185 "SET W 12" MIN. EMBEDMENT FRAME TO VGT wl (16) 114'x3" SDS WOODSCREWS & MUGT16 w/(22)10d NAILS&HTT45 w/(18) OX FRAME FDU4-SDS2.5 w/(10) /1".212"SDS WOOD 3265 4565 10dNAILS &(1)518"3A.T.R. - 4100 SCREWS & (1) 5/8"0 AT.R FRAME TD (2) HITS wl (52) l6d"X212" NAILS & (2) HTT45 w/(52) t 6MK2 l/Z NAILS 6005 O FRAME (1)518"6 A.T.R. (SEE NOTE#41 g375 5os0 &(1)518"B A.T.R. (SEE NOTE *4) - RFNFRLI f:l1NNFt_Tf]R N(1TFR THLSSES TO INTERIOR BEARING WOOD WALLS BEAMS w/(2112d TOENAILS. 1. CONNECTALLFLOOR 2. ALL TRUSS TO TRUSS CONNECTIONS ARE PROVIDED BY TRUSS MANUFACTURER, U.N.O ON PLAN. 3. G.C. MAY USE EITHER SIMPSON OR USE CONNECTIONS, SEE FRAMING PLAN FOR CONNECTOR CALL OUT. 4. FOR SINGLE PLY I HUSSES. SCAB ON FULL HEIGHT SYP #12"A" TO TRUSS VERTICAL WEB w/ (2) ROWS OF 10d NAILS 03" O.C. S I AGGEHED. 5. 12" MIN. A.T.R. EMBEDMENT(¢ CMU BOND BEAM U.N.O. 6- SCAB TRUSS CHORD w/4'D"2x SYP #2(MATCH CHORD LUMBER SIZE) w/ (2) ROWS 10d@4"FROM END &VO.C. STAGGERED; CENTER AT CONNECTOR LOCATION AS MUCH AS POSSIBLE. AO MINIMAL CONNECTOR UNOON FHAMING PLAN 1. CONNECTION FOR ALL ROOF / FLOOR TRUSSES TO MASONRY WALLS/ LINTELS/ ICE WALLS LNG ON PLAN 2. CONNECTION AT 24" OR 32" O.C. PENDING VERTICALS FOR ALL FLOOR TR USSES PARALLEL TO MASONRY WALL$ SEE DETAIL FB12/S3.1 FOR MORE. INFORMATION 3. CONNECTION FOR ALL HIP JACK (CORNER JACK)TO MASONRY WALLS/ICE WALLSILINTELS 4. CONNECTION FOR ALL CONTINUOUS RIM BOARD TO TOP OF MASONRYAT 32" O.0 MAx. W/ (2) AT EACH CORNER. G.C. TO VERIFY LOCATION DOES NOT CONFLICT wfrJJ (IF APPLICABLE) LAYOUT 5. CONNEC I ALL FLOOR T RUSSES TO INTERIOR BEARING WOOD WALUBEAMS w/(2)12d IONAILS OMINIMAL CONNECTOR UNOON FRAYING PLAN 1. CONNECTION FOR JACK TRUSS TO WOOD WALL OR BEAM CO MINIMAL CONNECTOR UNOON FRAMING PLAN 1. CONNECTION FOR ALL TRUSSES TO INTERIOR/EXTERIOR BEARING WOOD WALLS ANDIOR BEAMS ROOF FRAMING NOTES 1. SHINGLE OR METAL ROOFING SYSTEM (SEE ARCH.) SHEATHING - SEE [RSH] SCHEDULE THIS SHT. FOR SHT'G & FASTENERS ON PRE- ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. 0 CONVENTIONAL FRAME ROOF.(SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPEAND OTHER INFORMATION, 2. THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2x4 #2 SYP WITH (3) 10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH 8d NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 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 2 x SUB -FASCIA SEE TYP. WALL I -+--ALUM FASCIA SECTION 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 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/ LCHANNEL SECURED AT 24" O.C. FASTEN TO CMU W/ 3/16"x3" TITEN 2 AT 16" O.C. (IF WOOD WALL, FASTEN W/ 0.148"x31Ab AT 16"O.C") 1. (F) CHANNEL APPLICATION: 2x2 NOT REQUIRED SEE (;PA) INSTALLATION GUIDE (*) REFER TO THE PRODUCT APPROVAL FOR INSTALLAMN DETAILS I) (**)ALUMINUM SOFFITS > V-4" BLOCKING REQUIRED. (***) VINYL SOFFITS > 1'-0" SHALL HAVE UT 11 FOR SOFFITS < V-4" MID BLOCKING NOT REQUIRE tj MID BLOCKING PER R704,2.1 TYPICAL SOFFIT SUPPORT DETAIL) 3/4"=V-O" u d� m LO '2 W a v III CO r- 00 o d v Q C, -4 4k 4fi �� Q� a)LZ�I. E'-" (A E; Z d a aNr c W rn� E; CL 4Di ?)O j a N LLI Y d w C7 r 0 a- w 3 N L H Z o Z O Y W iu WN to ~o w J = a y III N no in Q aCL �U U) IF a w U J U7 El❑ El �+ WWW.FDSENG.COM UI � Z Z a z W J � t a cn =T z 4 LO 1' N LL w -C7 0 w � Lf) 12-1 N ('LL5 J M I, Jr_O EO I IQ> ~ S a0 (� Di 0) r---' Lo 7i 44 0 Q N O no ' DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCI E ♦ I Job Information: ry 0 z LO L(? 0)0 W° ¢ 0 m LO } ('3 � N ■ ■ 1-� U ■ ■ ii .Jm(h(n MO el Name / Number: C'l_L1•� • ♦ I Plan Issue Date: Friday, July 23, 2021 VI KA PROJECT NUMBER: 21-8329 I Sheet: /1 IOf: I R011 = ► � LINTEL BEAM: 1 COURSE LINTEL BLOCK W/ 1 # 5 BAR & 3000 PSI GROUT, MIN. 25" LAP (ACI 530) NON-SHEARWALL SEGMENT TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. —FILLED CELL: FILL BLK. CELLS WITH 3000 P.S.I. GROUT ONE #5 0 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 x MS021 TYPICAL SHEAR WALL SECTION N.T.S. TYP. TIE BEAM W/3000 P.S.I. CONC_ W/1 #5 REBAR CONT. SIMPSON $P4 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. r. INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL 8•, C.M.U. 2"x #2 SYP/SPF P.T. W/ (3) 1/2" X 8" "Y' BOLTS OR (3) 1/2" X 6" EXPANSION ANCHORS OR (6) 3'• X 1/4' TAPCONS OR (8) 2 7/8" HILTI TIX-DNI NAILS 2x BASE PLATE SEE PLAN FOR MORE INFO MS03 I MARONRY"CONNECTION DETAIL I N.T.S. 20' MIN LAP #5 REINF. BAR P BAR #3 OR #4 REINFORCING 1) #3 & #4 AP GP IC 25_' MIN. LAP #5 REINFORCING BAR #5 STD. 90° HOOK #5 AI�SPII(:F SCALE: 1"-1'-0" t 36" MIN. LAP #6 REINFORCING BAR * GRADE 40 U.N,O. 96 LAP SPLICE I MS05 I REBAR SPLICE DETAIL - GRADE 40 1 N.T.S. I ATTACHMENT REQUIRE ENTS SIZE TAPCONS SPACING # ROWS 2 x 4 1/4" X 23/n" 12" O.C. 1 2 x 6 1/4" X 23/4" 12" O.C. 2 2 x 8 11 1/4" X 23A" 1 12" O.C. I 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. TPRECAST Uy LINTEL W , I a (2) 2X P.T. BUCKS W/ L : 1/2" O.S.B. BETWEEN I I I � FASTEN FT 2X NAILER TO MASONRY I I I � I I I I IF DOUBLE 2X NAILER IS USED, It — USE 1/4 "X 4 1/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED IVIS11 I 2x BUCK DETAIL N.T.S. LINTEL CHART w/ GRAVITY & UPLIFT LOADS FOR: 1820 B 3CAR STANDARD LINTELS i" LINTEL MARK LENGTH SAFE GRAVITY LOAD (# PLF) APPLIED GRAVITY LOAD (# PLF) SAFE UPLIFT LOAD (# PLF) APPLIED: UPLIFT LOAD (# PLF) BEAM COMPOSITE 1 171-411 950 172 405 92 8F16 - 1B / 1T (min.) 2 71-611 2661 171 1624 89 8F16 - 113 / 1T 3 41-611 6113 ' 133 2707 81 8F16 -1B / 1T 4 141-011 1002 168 560 154 8F16 - 1B / 1T 5 31-611 6113 770 3524 399 8F16 - 013 / 1T 6 71-611 2661 770 1624 399 8F16 - 113 / 1T 7 41-611 6113 770 2707 399 8F16 - 1B / 1T 8 91-411 1843 172 1136 92 8F16 -1B / 1T (min.) O ALL ELEVATIONS :01 HURRICANE n ANCHORS (TYP.)— 9 RMI AT 70A MM. (U REQ'A 1-In' CLEAR GROUT '5 REBAR AT 507TOM O OF LINTEL CAVITY BOTTOM REINI'OROINrk 7-5/5'ACTIIAL I PROVIDED IN LINTEL rVARRS7 IV NOMINAL WIDTH TYFIE DESIC,NATICIN, r 'I_C WITH GRIDUT / Il , LMFILLID BOTTOM OF N REBAR AT P OTTOM OFIF *1 R CAVITY 81=1(o-1B/1T NOMINAL "IDT- L QUANTnY OF.9 NOM\!ti HECHT JI REBAR AT TOP MATERIALS 1, f'c precast lintels = 3600 psi. 2, f'c prestressed lintels = 6000 psi. 3. fc grout = 3000 psi w/ maximum 3/8" aggregate. 4. Concrete masonry units (CMU) per ASTM 090 w/ minimum net area compressive strength - 1900 psi. 5. Rabat provided In precast lintel per ASTM A615 GR60. 6, Field rater per ASTM A615 UR40 or GR60. Prestressing strand per ASTM A416 grade 2TO low relaxation. 7. 7/32 wire per ASTM A5iO. S. Mortar per ASTM C270 type M or S. GENERAL NOTES 1, Provide full mortar head and bed,'oints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural orewirga. 4. Untela are manufactured with &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 lintels 17'•4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added re bar to be located at the bottom of the lintel cavity. T. 7/32" diameter wire still are welded to the bottom steel for mechanical anchorage. 8. Castrit-place concrete may be provided In composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10.Lintel min. depths are called out on lintel plan, If contractor installs a deeper lintel -,an 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 L. All values based on minimum 4" bearing. Exception: Safe loads for unfilled finials must be reduced by 20% if bearing length is less than 6.1/2". Safe loads for all recessed lintels based on 8" nominal bearing. 2. N.R. - Not Rated. 3. Safe loads are total superimposed allowable load on the section specified, 4. Safe loads based on grade 40 or grade 60 field rebar. 5. Additional lateral load capacity can be obtained by the designer by providing addional reinforced masonry above the precast lintel, 6. One #7 rebar may be substituted for two #5 rebars In 8" lintels only. 7. The designer may evaluate concentrated loads from the safe load tables by calculating the maximum resisting moment and shear at d•away from the face of support, 8. For composite lintel heights not shown, use safe bad from next lower height, 9. All safe loads in units of pounds per linear fact. nomma r,s 8ILE r PRECAST -U" LINTEL w/ 3000PSI CONC. GROUT SHALL BE FLUSH AT OPENINGS SEE GENERAL CONCRETE WITH TOP OF WALL LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT n n 10" STD.90 HOOK HOOK J J a w STD, 90 DEGREE— Ln o REBAR ON BOTH SIDES ANGLE 3000 P.S.1, OF OPENING U.N.O. CONIC. W/1 45 Dir.— RE BAR PROVIDE KNOCK -OUT BLOCK FOR FIRST COMPLETE CIVIL COURSE BELOW SILL & FILL SOLID W/ (1) #5 BAR FOR ALL WINDOW OPENINGS 6'-G" A AND LAIRGFI L \ x8"x16" "JIU U.Nil .O. L — SEE UNDATION PLAN SEE FOUNDATION PLAN FOR LOCATIONS MS01 BLOCK WALL REINFORCEMENT TN rYP. BOND BEAM 3" x 8" x 16" K.O. .INTEL BLOCK -ILL W/3000 P.S.I. 3ONC. W/1 #5 DIA iEBAR NDICATES FILLED ;ELL FROM FTG. TO 3EAIMI WITH 1 #5 1AR MIN. TYR DOWEL 25" MIN. LAP (ACI 530) 4� g ,Y 4 a, 'n a"�t1ERTea �. 0 12, ZN ILL , 4� �� rr .•" tea." `� O N (�O LO •--I CO r- O Iq Alf CD r— coLO x0 00 ti bf I1 i? N ri I t o a N J J J ti ti u. 9 z �nrLUa LU �Ct w Uy CL W Uj V� LLI 3 0 O c n�(mpp� : D- r- d t a.,z(x�gTm � IiJ O J m 8d� in p WWW.FDSENG.COM ❑ 0 L� Cr7 — p BCD < Y N -J t` fV L±i VI r) CU — LL 41 rn w 0 w ~ J M I U —N � w O O f 00 a 00 N U O CA Lo,,MS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: 0 F_ G tv W LC� Lp (n i+ ti 0- I r�r ® ■ eV 00 JET 1. LJ I� �✓ I Model Name / Number: 1820 Plan Issue Date: Friday, July 23, 2021 KA PROJECT NUM13EER: 21-8329 Sheet: I Of: LINTEL PLAN 0 SIMPSON HETA 16 2x6 #2 SYP P.T. EACH END W/ (2) %'x5„ SEE FLOOR PLAN WEDGE ANCHOR 0 FOR BEAM SPEC. OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT W/ WASHER. MIN. 6 PER ? ";� •1 '� r"` TRACK TO JAMB. • -.� (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" o "J" BOLTS WASHERS SET IN o �' FILLED CELL W/ #5 TYP. FILLED CELL n MIN. 5 PER JAMB. VERTICAL o ;� SECTIONAL n O OVERHEAD DOOR WOOD P.T. #2 ! a. p TRIM SYP2"X6" 1001 '. .., 2"x6" P.T. WOOD JAMB ,• r'': �'.• ' ,, .-�;. DOOR AND CONNECTION PER o N c. GARAGE DOOR MANUFACTURER GARAGE SLAB ri N TYP. GARAGE DOOR ✓ ?• TRACK MOUNTING DETAIL o —17 NOTE: DETAIL CD22 / 6-2 MAY BE SUBSITUTED FOR THIS a_ DETAIL- UNLESS NOTED OTHERWISE MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. CD21 ENTRY CMU COLUMN/BEAM N.T.S. N Id, G.� 1 r- ga Lu w cQ 00 C G C 4. W I- a un co r- 84.1 4 �� N r J J J €�m�y7Np�= ., uj W d .s d _- 'rn a w cn BLOWN -IN R-30 INSULATION PER FBC 4,E AND ENERGY FORM SUBMITTED WITH g d = 9 BLOWN -IN R-30 INSULATION PER 12 PERMIT APPLICATION PROVIDE BAFFLES AT EAVES FOR VENTED ATTICS ( ) % r 8 ° C- . J �; .- m W W ° m a N FBC AND ENERGY FORM SUBMITTED FIBERGLASS SHINGLES OR o a ` 4 Q a ' -' 12 WITH PERMIT APPLICATION SEE PLAN TILE ROOF (PER ELEVATION) g D o d . PROVIDE BAFFLES AT EAVES OVER APPROVED UNDERLAYMENT 89' logo" �T�y �W 0 sUn SEE PLAN (FOR VENTED ATTICS) PER FBCR 905.1.1.1 OVER APA ° w WWW.FDSFNG.COM ❑ ❑ ❑ PRE ENGINEERED WOOD ROOF SHEATHING - SEE SCHEDULE - - z z ., FIBERGLASS SHINGLES OR TILE ROOF (PER ELEVATION) OVER APPOVED UNDERLAYMENT TRUSSES @ 24" O.C. SHT - ON FRAMING SHT. FOR HTG &FASTENERS. PRE-ENG. WOOD PER FBCR 905.1.1.1 OVER APA ROOF SHEATHING - SEE SCHEDULE- - ON FRAMING SHT. FOR \ :' ' TRUSS ANCHOR (SEE PLAN) SEE PLAN FOR -o g z N o z Q TRUSSES @ 24" O.C. [RSH] _ • BRG. IiT. � SHTG &FASTENERS. 5/8" OR 1/2" DRYWALL • a ' TRUSS ANCHOR (SEE PLAN) ' HIGH STRENGTH CLG BOARD • • ' ETAL DRIP EDGE LO z r TO BE INSTALLED ON OUTSIDE FELT PAPER OR 2x SUBFASCIA (TYP.) FRAME FOR BUILT-UP v) _ FACE ' - — - — - - — - — - TRUSS PLATE 3/4" P.T. NAILER •�� SOFFIT. SEE ARCH. CORNERS min (3) 2x4 OR _j 1--� w c 44 w/ 2x4 POST UNDER EA , 5/8" OR 1/2" DRYWALL HIGH STRENGTH CLG -�-METAL DRIP EDGE 1/2" DRYWALL r r PLANS 8 x 8 x 16 K.O. LINTEL BLOCK 2 X 4 P.T. PLATE END OF SUPPORTING BEAM. KEEP IN 3/4" FOR SHEATHING NAILED w/ 8d NAILS @ 6 " >3 tn w BOARD 2X SUBFASCIA CURTAIN NAILER 1 x 4 P.T. @ WINDOWS B „ O.H. W/ (1) #5 DIA. REBAR & AND LATH WITH FINISH O.C. tn CONNECT ALL 2x STUD 4 TO TOP PLATE WITH O SOFFIT. SEE ARCH. 1 x 8 P.T. @ S.G.D. „ „ H SEE ELEV. 3000 PSI CONCRETE (TYP.) ALL SIDES � / �o� \ � \ (TYP.) FRAME FOR COR- / /J ♦ OO O NERS FOR NON LOAD � U � N E w o � 16d TOENAILS PLANS PRECAST U LINTEL " °° \ q „ 1/2 DRYWALL — SEE PLAN FOR HEADER SIZE SEE SCHEDULE " " N a N BEARING SIDES NAILED < � °>° ° V. o ° v°�' w/ 16d NAILS C� 8" O.C. U � o r c0 -' Motto OPTION' O.H. — 15/32" OSB EXPOSURE 1 ON EXT, WALL W/ ALL EDGES BLOCKED. 1/2" x 8" J-BOLTS (1) CENTERED EA. i (TYp,)4 COURSE HIGH A.F.F. QaMS HOMES MAXIMUM OF (3) - 2X PLATES MAY BE ADDED BELOW THE HEADER W/ EACH SEE ELEV. SEETBI3 FOR NAIL ATTACHMENT. SIDE w/2" WASHERS i CMU BASE FILLED w/ CONC 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. NOTE: 44" MAX. SILL HGT. ON r —FILL CELL -(1) #5 DIA. (P) W/ (4) VERTICAL RENF W/ HOOKS INTO FTG & AT TOP „ NAILS AT 8 O.C. ALL BEDROOM WINDOWS. REBAR W/ 3000 PSI OF COLUMN PLAN Al -Al 3000 GULFBREEZE PARKWAY h CONC. ALL LOCATIONS SHOWN ON FOUNDATION GULFBREEZE, FLORIDA 32563 VINYL FRAMED WINDOW w/ SCREEN " & FLOOR PLANS DIVISION LOCATION: (G.C. TO VERIFY W/ FLOOR PLAN " " PORT ST. LUCI E LOCATION OF OPENINGS IN �+ µ SIMPSON LSTA30 SEE FLOOR PLAN EXTERIOR WOOD WALLS. IF NO +r w/11 10d TO BEAM — a FOR BEAM SPEC. Job Information: OPENINGS ARE INDICATED, FULL STUDS ARE REQUIRED). v & TO FRAME BELOW .. NOTE: 44" MAX. SILL HGT. ON r ALL BEDROOM WINDOW$. VINYL FRAMED WINDOW may. CEMENTITIOUS DECORATIVE WINDOW STOOL PER SPECS nI h W/ SCREEN ' PRECAST CONC SILL o FINISH 7/8" THICK PER ASTM '^ C-926-98A PAPER BACKED FOIL R-4.1 " " , 2X STUDS (SEE FLOOR PLAN FOR INSULATION AT CMU BLOCK WALL " MORE INFORMATION). SEE T613 PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT EXTERIOR FINISH - 1/2" DRYWALL ON SHEET 6 APPLICATIONLO (SEE ELEVATIONS) Z R-13 INSULATION AT EXTERIOR WOOD FRAME WALL PER FBC FOR NAILING INFORMATION FOR WALL SHEATHING. P.T. 2X #2 SYP. BASE PLATE 1 x 2 P.T FURRING 1 x 4 P.T. FTG. DOWEL ,#5 DIA. REBARuj 17" IN CONCRETE - 25" i o M AND ENERGY FORM SUBMITTED 1/2 8 A.B. 1/2" 8" TITEN BASE NAILER EXTEND (ACI 530) ABOVE SIMPSON HETA20 � � L PERMIT APPLICATION w/ x (OR x SLAB. ALL LOCATIONS SHOWN w/10-10d TO COLUMN Al Al BUILT-UP CORNER MIN (3) 2x4 WITH HD) w/2" WASHER AT 32" O.C. MIN. 6" FROM END - SEE WS07 WOOD BASE ON FOUNDATION PLAN POST OR 4x4 POST w/ 2x4 UNDER V ~ a WOOD BASE EACH END OF BEAM I— to SEE FOUNDATION PLAN FOR TERMITE SHIELD SEE FOUNDATION PLAN FOR a : �■ O J W 30 FOR SLAB INFORMATION TOP OF SLAB SLAB INFORMATION - TOP OF SLAB - NOTE: 2 X 4 P.T. PLATE . ,` E ' ^ ' ^ a0 u_ V J v J * — * T * BOTTOM S MUST INSTALLED TONPINSIDE OF ,,� Model Name / Number: ' \ GRADE GRADE COLUMN. DO NOT BEND o STRAPS UNDER PLATE. ° ,o �" 1$20 ( N PLACE STRAPS IN FILL . • , ° ° . • Plan Issue Date: CLEAN p o SEE PLAN FOR CELLS w #5 REBAR �:= : ° �° "' >: (TYP.)4 COURSE HIGH CMU BASE / COMPACTED CN RE -BAR QUANTITIES > , ° •, e ° ". a '�• e ° °-°° FILLED W CONC -SEE PLAN FOR FILL ' -� :.°= . • °:-> °�'°� OF COLUMN BASE SIZE. TOP Friday, July 23, 2021 >. `•° ° ° ° 2'-0" AFF TT KA PROJECT NUMBER: SEE FOUNDATION PLAN 16" FOR FTG REQUIREMENTS SEE PLAN SEE FOUNDATION PLAN 21-8329 > NOTE: DETAIL CD21• / S-2 MAY BE SUBSITUTED FOR THIS Sheet: Of: WS01 TYPICAL WALL SECTION - 8" CMU 3/4"=1'-0" DETAIL - UNLESS NOTED OTHERWISE CD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE N.T.S. S-2 WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4"=1'-0" TYPICAL FRAMING DETAILS ' STRUCTURAL SHEATHING CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE TB13 ON SHEET 6 4 STUD ANCHORING: INSULATION AT EXTERIOR STUD TO TOP PLATE:SIMPSON SP4 WOOD FRAME WALL PER FBC , AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION 2 X 4 SPF (WHEN EXTERIOR WALL IS AT 16" O.C. EXPOSED TO INTERIOR SPACE) , 2 X 4 P.T. ; STUD TO BOT PLATE: SIMPSON SP4 LINTEL t, 1/2" X 8" NOTE; HOLD FRAMING 1/2" ANCHOR BOLT BACK FROM FACE OF BLOCK @ 32" O.C. FOR SHEATING TO BE FLUSH WITH BLOCK FACE 8" CMU WALL WF21 KNEEWALL @ ENTRY FRONT WALL 3/4" = 1'-0" {' o PROVIDE 2x4 ON TO L� CV 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) LL 2x4 STUD PER PLAN 2x4 BEYOND AGAINST 2x8 STUDS OP SPLICE I NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OUBLE 2x8 TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. TOP PLATE SIDE TYP. TOE NAILS MAY BE SUBSTITUTED W/ 2x8 STUD (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN TOP PLATE W 8d 2 1 2" x 0.131 NAILS (SIM. w/ 2x6 y * NOT REQ'D. WHEN QT SYSTEM IS APPLIED 2x4 w/ 2 ROWS OF - CD 00 o STUDS) 12d NAILS @ 3" O.C. t n W r- o0 WOOD BEAM SEE g Co. I. Lo 00 SIMPSON HUC410 OR (2)o �, ,k TOP PLATE TRANSITION PLAN FOR SIZE ,y �d I� N'� HUC210 _� = fj 6 b m U_ i i PIPE OR DUCT w/ OUBLE 12d TO BUILT-UP COLUMN o .� O N n a CL PENETRATION THRU - I� �3m �Nti LU TOP SPLICE ,, , = a v " SUPPORT COLUMN BUILT-UP MIN. TOP PLATE w/ MORE , (3) 2x4's OR 4x4 W/ (2)-10d -� Q h . ._ 0 tn THAN 50% OF TOP x = E .1 a � X 2 ROWS 12d ^ NAILS (i� 8" O.C, EACH PLY y �'i d w � P o � $ a: � Q PLATE WIDTH INSTALL @ 3" O.C. i i I (SHOWN AS 4 x 4) 'o 3 c ? 9 a 3 % SIMPSON PSPN516Z , (2) SIMPSON HETA20s __ N W �, p J W/ (12) 16d NAILS TYP. �'' , GO 04 = m ' w/(12)-16d EA. TO COL, ^ . m TOP & BOTT. MAN, x' �� ALT: (2) MSTAM36 STRAPS o r " z NLC) �� <( d ao - OTTOM SPLICE TYPICAL BLOCK ,' CENTERED w/ (13)-10d NAILS y 0 6 B o - rn O WALL �� Ea TO COL. NOTE: @ALL EXT. CONDITIONS ATTACH 2x STUDS ,' TO TOP PLATE W/ (4) 16d TONAtLS (2) ON EA. OVER STUD TIE BEAM SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ WWW.FDSENG.COM ❑ ❑ ❑ (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO \ J "'.o TOP PLATE W 8d 2 1/2" x 0.131 NAILS 0 a * NOT REQ'D. WHEN QT SYSTEM IS APPLIED z Z 04 0 NOTE: z 04 ,o PLATE LENGTHS MUST BE AT CV Q LEAST 8'-0" LONG. TYPICAL w WF17 TOP PLATE SPLICE DETAIL 3/4" CD04 BEAM @ RAISED ENTRY MASONRY WALL .S. In N.T0 z I t/7 m all Lu W 2x8 SYP #2 . 0 0 TOP &BOTTOM co 0 LU ICY W/ (1) ROW 16d 2x6 SYP. #2 ° m NAILS @16 O.C. RIPPED -.- W N o F— 00 t :✓ co U �0 o BOX HEADER DETAIL Q too 0 4-m * CRIPPLES MAY/MAY NOT BE PRESENT. a) IF ONLY (1) KING 7/16" O.S.B. VERIFY HEADER ELEVATION ADQM'Si HOMES (1) JACK USED AT EA. SIDE EACH SIDE OF 2X BLK'G. O.S.B. OPENING G.C. TO W W/ 2 - 8d INSTALL (3) TITEN HD. EA. END 171 (2) 2 x 4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x 6 LAMINATIONS W/ (2) 5/8" X 8" EQ UALY SPACED ROW OF STAGGERED 10d COMMON WIRE NAILS ROWS OF STAGGERED 16d COMMON WIRE NAILS ROWS OF STAGGERED 16d COMMON WIRE NAILS PER SIDE INTO CMU AT (D = 0.148", L= 3") OR EQUAL (ONE INTO EACH OUTSIDE FACE) (D - 0 162" L= 3-1/2"1 OR EQUAL (ONE INTO EACH OUTSIDE FACE) (D = 0.162". L= 3-1/2") OR EQUAL JACK TO HEADER, NO BASE EDGE VIEW HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL JACKS KINGS JACKS KINGS SIZE EA END EA END EA END EA END LESS THAN 4' (1) (2) (1) (2) >4' BUT <9' (2) (3) (2) (2) 10'-0" - 16' 3 4 3 4 HEADER ANCHOR NAILED TO TOP PLATES, HEADER & JACK FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 HEADER SIZE & GRADE NO. & SIZE OF RAFTER TIES EACH END SEE PLAN FOR BEAM SIZE (2) LSTA 30 DIVISION LOCATION: NOTES, CONNECTOR REQUIRED PORT ST. LUCIE 1) ADJACENT NAILS ARE DRIVEN FROM 3) FOR 4-PLY. PROVIDE 1/4"DIA. x 5 1/2" LAG OPPOSITE SIDES OF THE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) (3) 16d SEE PLAN 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NOS SECTION 16.3 FOR INSULATION AT EXTERIOR SP4 AT COMMON 2X CRIPPLES @ 16" O.C. SEE SCHEDULE Job Information: THE THICKNESS OF THE LAST LAMINATION. ADDITIONAL INFO. WOOD FRAME WALL PER FBC 2^ „ O.C. FOR WLL W/ SIMPSON SP2 TYP. ll� AND ENERGY FORM SUBMITTED '+ NAILS(TYP) HGT. TOP AND BOTTOM 2-ROWS 12d NAILS WF37 TYPICAL COLUMNS DETAILS N.T.S. WITH PERMIT APPLICATION : ' STAGGERED @ 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 ' �'' ' �' � ' ��' ' ' •• ' CMU FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" Ili k-7 i k�71Lk�'�� 100 ■ ■ ■ �� // rI% 9 vp //% r.. TO SIDE & TOP NAILER IF .• • .� • • i BOX HEADER--j EACH END 12" 0/C EACH * WHEN STUD LENGTH FACE OR 3-ROWS IS LESS THAN 12" USE 12d NAILS STAGGERED LSTA30 STRAPS AT EACH @ 12" O/C FOR 2 x 10 O STUD WRAPPED OVER OR GREATER HEADER TOP PLATE & NAILED TO HEADER EACH SIDE FILL ALL HOLES IN DOUBLE 2 x #2 Z (D STRAP S.Y.P. HEADER W/ O > 1/2" FLITCH PLATE W E O 10d NAILS @ HEADER. (U.N.O.) m 8" O/C TYP. > fII Lo d U FILLING AND BLOCKING AS • • • r DOUBLE 2 X 4 REQUIRED FASTENED TO Z ~ a CRIPPLE STUD HEADER W/(2) ROWS O JWj So 0 TYPICAL (U.N.O.) OF 12d @ 16" O/C UNLESS M�y( 00 LL NOTED OTHERWISE _I 00 / v! VI Model Name / Number: 2 x 4 STUDS TYP. 1820 SIMPSON HTT4 W/ (18) CMU 16d NAILS &A 5/8" Plan Issue Date: EXPANSION ANCHOR Friday, July 23, 2021 W/ 6" EMBEDMENT U.N.O. Op X: OR 8 1/2" AT GARAGE STEP DOWN V KA PROJECT NUMBER: 21-8329 N CONNECTIONS HOLD * * NOT REQUIRED @ BEARING P.T. SOT. PLATE NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ'D. WALLS WITHOUT UPLIFT WINDOW OR DOOR OPN'G Sheet: S-3 MS1$ I RETROFIT WALL OVERHANG DETAIL N.T.s. WF39 [TRANSOM DETAIL AT ENTRY 1/2" = 1'-O" WF09 1 WALL HEADER DETAIL N.T.S. TYPICAL WALL DETAILS *DIAGONAL SPACED AT 20'-0" O.C. MAX SAME SP ACING AS BOTTOM CHORD LATERAL BRACING TO BE LESS THAN OR EQUAL TO 45° - MIN►MUM 2"x4" CROSS BRACING (SEE PLAN FOR LOCATION) s-. -`' j—BLOCKING 10 ` ✓ (3) 12d , PER JOINT 1 CONTINUOUS LATERAL BRACING- , ` NAIL OVER X-BRACE AS SHOWN- INSTALL BLKG. AT TRUSS WEBS X BRACING 2x4 SPF OR CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN, FOR NAILING SYP w/ (3) 12d @ EACH TRUSS WEB T11301 TYPICAL CROSS BRACING DETAIL N.T.S- TBO2 TYPICAL CROSS BRACING DETAIL N.T.S. PROVIDE 2X4 MIN. BLOCKING AT Yt ,, CENTER LINE OF HIP/RIDGE, TYP. BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD (V 0 N C'7 (V A TRUSS ALTERNATE TO BLOCKING PRE-ENGINEERED PVERLAP TRUSS BRACING •d'3 NA WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP ___ __ TRUCTURAL PACE G.T. SHEATHING a •c ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 Ll_ TOP CHORD WHEN REQ'D NAIL TO TOP CHORD TO PREVENT SHEATHING JACK - - - - OF HIPPED TRUSS W/ SPAN FROM EXCEEDING TRUSSESHIP 12d NAILS @ 6" O.C. I MAX 24" SPAN (EITHER G.T SIDE OR BOTH IF REQ'D) (2) 12D NAILS MINIMUM (3) 12d ROOF AT 12" O.C. MAX PER JOINT MINIMUM 2"x4" SPF OR ,y�o- O SHEATHING * SPACED AT 10'-0" MAX SYP TRUSS BRACING 04 L a,QD SEE PLAN g W � ; h Ln oo r- to C'4 J _! J d a> Li- LL I, 2X4 BLOCKING . B `M -T ,a o o� r= c W d = d w BETWEEN TRUSSES HIP TRUSS o 2 a a SFC ��0 ANC m°�� v7 LL H 3.� zcava' Z Y o o w TB03 HIP / RIDGE BLOCKING DETAIL N.T.S. TB04 TRUSS BRACING OVERLAP DETAIL (TYP) N.T.S. s9$a�Q° W J Z� ZN m ¢ a SS6 uma z Q = U El El El F m y WWW.FDSENG.COM 11 � z g z o ,0 z cq TRUSS NOTES: U) a 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND COMMON CAUSE OF ACCIDENT N LO BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST m E IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED InUI J 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 ANYONE AREA THEY SHALL BE SPREAD OUT N w EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL co •Ln 2. ALL BRACING (DB,CB,BB) BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM.'76 LATERAL BRACING SPECIFIED 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION. REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQ w ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. V) mm � � c� ~ J SEE TYP. TRUSS BLOCKING DETAILS U — C�V G SHEATHING Z� W 5.'. 4, „ _ 3 TO 4 TRUSS 2x4 AS SHOWN U �' o C pp It Y TRUSS SPACES ALTERNATE DIRECTION Q Ul O b�q • RUS A DAMS HOMES VERTICAL SCAB 2X6 #2 SPF 48" O.C. VE (4) 12d TOP & BOTTOM 4 H5 SEE TRUSS (2)-12 NAILS SECTION TO EA TRUSS FLORIDA CONTRACTORS LICENSE NO. CRCi330146 OR HCLR/LL IN PLACE OF (4) IOD " REQUIRED @ RAFTERS GREATER THAN 8'-0B i I 3000 GULFBREEZE PARKWAY I .... i i , SEE STRUCTURAL NOTES AND NAILING GULFBREEZE, FLORIDA 32563 SEE PLAN DOUBLETOP DOUBLE PLATE TOP PLATE SCHEDULE FOR SHEATHING DETAILS PRE -ENO. TRUSS SECTION B-B VARIES W ROOF DIVISION LOCATION: PORT 2x STUD WALL SEE PLAN SLOPE •� ,. •\ ♦ Job Information: CONV. FRAMED RIDGE \ / MAY BE NAILED w/ MIN, VERTICAL SCAB 2X8 #2 \ 2X4 SPF BLOCKING \ (4)12d WHEN IT LANDS SPF 48" O.C. W/ (4) 12d \ BETWEEN TRUSSES \ NEXT TO PRE•ENG. TRUSS 2x8 BLKING. NAILED C5 EACH TOP & BOTTOM OR H5 OR \ @ 48" O.C. MAX. / SIDE w/ (3) 12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12d REQUIRED w/ (2) MTS12'S REQUIRED @ RAFTERS GREATER \ \ / B THAN 8'-0° 2X4 SPF BRACE_4 \ ry \ @ 48" O,C. - NAIL w/(4) COLLAR TIE \ \ 12d AT EACH END & EVERY 3rd RAFTER \ \ ALTERNATE DIRECTION O SHEATHIN \ \ \ 2X4 BLOCKING BETWEEN CBzzt BEVEL CUTS (OPTIONAL) ri TRUSSES W/ (2) 12d NAILS @ EACH END, CONT. EACH BAY B TB 2X4 SPF W/ (2) 07X31/2" TRUSSES o Q ALTERNATING pg WOOD SCREW EACH TRUSS OR H5 @ 48" O.C. / / SEE PLAN / / i O M BLOCKING PRE-ENG. TRUSS \ / / > R N " V CONT. ROOF SHEATHING AT TRUSS TOP STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP. \ / / M N U W I` d \ SEE PLAN FOR CONNECTION SIMPSON A34 OR \ \ (USP MP4) @ \ \ / J a)v, 2X4 P.T. BLOCKING BETWEEN TRUSSES W/ (2)-12d NAILS @ DIAGONAL WOOD 2x8 #2 SYP RIDGE BEAM / / 2X4 SPF BLOCKING 2'-0" ON CENTER \ �\ ♦ Model Name / Number: EACH END MAX TRUSS 2xG RAFTERS @ 2'-O"O.C. \ BETWEEN TRUSSES MAX. W/ (3) 92d COMMON X @ 24" O.C. MAX,w/ WALL BELOW TOENAILS TO RIDGE BEAM 2X4 RAFTERS FOR SPANS LESS THAN \ \ (3)12d EA. END (TYP,) / • .\ 1820 (SEE PLANS FOR TYPE) 4 FT @ 2--o" o,C, MAX W / (3) 10D SEE PLAN CONC. MASONRY COMMON TOE NAILS TO RIDGE BEAM 2X4 CONT. AT STEEL OR WOOD ♦ Plan Issue Date: T & B CHORD BEARING SUPPORT TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/2" SPACE Friday, July 23, 2021 @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING ♦ KA PROJECT NUMBER: SEE PLAN FOR MORE SHEATHING INFORMATION 21-832 2x4 S.Y.P. Sheet: Of: @ 16" O.C. S-4 ROOF FRAMING TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.S. TB15 I EXTERIOR NON -BEARING WALL DETAIL N,T.s. AND BRACING DETAILS 91 J. 0 0 THERMA-TRU INSTALLATION�� KEY DIFFERENCES CHECK LIST Rough openings are 1/41, 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. PredriIling 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 3/1611 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 1 1/4" EMBEDMENT INTO THE MASONRY JAMBS. SPACI EVENI • 6" 6" SINGLE DOOR 19111180 3PAC _VEN SINGLE DOOR W SIDELITE r„ 6" 1 V 1. 10 3„ 11 311 3"7111 311 311 I I I - l i l E I 1 ( 31, �]" „ „ ,i 3„ 311 3" 6 6' 611 61 DOUBLE DOOR W/ SIDELITES •n 6' ;PACE :VENLY 31. +C SINGLE DOOR W/ SIDELITES J J I rr 6' 31, 311 611 DOUBLE DOOR LOCATION OF BARRIER TO BE 1'-091 IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE FILLED PVC. PIPE. 1 c� TOP OF SLAB 00 Z 1 -11 -11 16" MIN. DIAMETER 75 1 CONCRETE FOOTING r_ PRCJTECTI01 BARRIER DETAIL 1 N.T.S. 31, SPACE EVENLY m 8„ all all all 8" .................... awe ° SEALANT Lli NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING + NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. moil Line -valley by centering r�doea�Jes 36" wide ' - area rhH ins enainfeed Win erGuan; a[� yrjss 0 aterproofirg Ingle eaa' �7jd//eyk' �e1� e� nderlayment or cuivalent dir to k 5 Ooatse Ath Cootse 3td CoUtbg oz1ae 2'N E 5 \ Rake 1 coot Metal r D not nail within `` Drip 6" of 22" Embed each shhngle Edge valley centerline in a 2" widestrip ofasp♦lalt , raging cemeent. , Cut 2" die onany off upper Save 7" over oftrimmed, pieces to use In 5th(ovsa d^ � s ' le. , , Cut shingles 2" back from valley centerline SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY TEXTURED, PAINTED BEHIND FLASHING EXTER. WALL FINISH AND EXTENDING A LOCATIONS) MINIMUM Or 6" ABOVE W X 6" H GALV. VERTICAL RISE OF FLASHING VERTICAL WALL FLASHING CENT. ATKNEEWALL T ENTRY PLASTER SEALANT ROOr SHINGLES U' z_ 6" X 6" H GALV. _ BASHING CONT. 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 Z KNEEWALL INTERSECTION -Extend the shingles over the rake and eaves about 1/2" if drip edge is used, or about 3/4" if no drip edge is used. INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF W'DOW v. AND/OR SGD FRAME MIN.) GLUE STRIP w/ ADHESIVE SEALANT & SCREW w/ 3/16" x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x 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 1.t;' ; "N 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 EM TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S Edze R905.2.8.5 DRIP EDGE. PROVIDE DRIP EDGE AI EAVES AND GABLES OF SHINGLE ROOFS. OVERLAP TO BE A MIMMUM Or 3in (76cm). SAVE DRIP EDGES SHALL EXTEND 'chin BELOW SHEATHING AND EXTEND BACK ON THE ROOF A MINIMUM OF 21n, DRII EDGE AT EAVES SHAL_ BE PERMITTED TO BE "NSTALLED EITHER OVER OR UNDER THE UNDFRLAYMFNT. IF INSTALL FD OVER THE UNDERLAYMENT, THERE SHALL RE A MINIMUM Alin WIDTH OF ROOF CEMENT INSTALLED OVER THE DRIP EDGE FLANGE. DRIP EUGE SHALL BE MECHANICALLY FASTENED A MAXIMUM OF 121r ON CENTER. WHERE THE Vasd AS DETERMINED IN ACCOnANCE WITH SECTION R3012.1 3'.S 110 MPH (177 KM/H) OR GREATER OR THE MEAN ROOF HEIGHT EXCEEDS 33 FEET (10,058 mm), DRIP EDGES SHALL BE MFCHANICALLY FASTFNFD A MAXIMUM OF 4INCHF9 ON CENTER Maximum Fastener Spacing (Jambs, Head and Sill) Screws Mounting I Extenor View Of -- fixed i Wrtdvw I ____ 7 Wall Framing: 82 Spruce/Pine/Fir Or 81 Silicone A10 x 1-1/2" Saew Minimum Penetration 1-3/8" Cross Sedan V lew 'r Minimum 112" Silicone EAerior Sheathing wrkdon /n codes and bWlding 4,pes, !t )s Jett up to the end user to determine the proper Installation ofthese Items C AtT. IrKE Dt` .IDLI_ �.a t _ o e hst 1-g ,rau r 14 ow, the hu bl,e' . a Vi m, ay be peeled bac, fa r i Ti sp I!m, b'.It nlesse r; stick t pro;°� n _ nklr.5 vurr� s4 a...hes �nCl ,4. per der .ayn ant P c'�cst.c;o l is o„'tpl.��. Step 1 Measure to be sure the opening is 3/8" to 1/2" larger than the window size both vertically and horizontally. F You may wish to predrill the installation toles in the An at this time. asregatd Vle pe-lurnchca' holes to Ube mowhing flrt< as they are not rnssarill spamd mrrerUy. Step 2 Apply a generous bead of silcone td the backside the maintirig fin. Use dough silt to sufficiently till all voids between tl rm and the wall sheathing. Step 3 Insert the window into the opening from the outside: The window is labeled "inside" and "outside", but H these labels bate bee removed, the qLazzing bead should always be to the inside of the building. Step 4 Install shims under the sill, adjusting them until the unit is plumb in the opening. Shims should be Installed under the sill every The window should be basically centered in the Opening with no more than 114" gap between the window and wall framing. Step 5 Inistall a a10 x 1-1/2" screw 4" from the comer of the fin at each end of the head, sill and both jambs. Star 6 Install the remaining fasteners in 8" increments from the corner screws to the center of each frame member. Use care not to 0 tighten the screws and pull them through the fin. Also, make sure the strews go in straight and do not cause the frame to bow fall framing should be a minimum of #2 Spruce/Pk*Fir. 3steners shoW be #10 screws of sufficient leno to achieve 1-3/8" enetration lnto the wak and no less than 1/2" from edge of framing. astener nuandities needed in each side of frame to achieve 8" mmind 2 feet. ter f t,. N98" ' Number of Fasteners 1 2 1 3 1 4 1 S 1 fi 1 7 1 8 1 9 1 10 1 11 1 12 1 13 11` m Step 7 Remove excess silicone "squeeze out" from around the On and inspect for holes or voids. Use silicone to fill any voids, 0 4 Step 8 If desired, a foam insulation can be applied to the interior gap between the window, and wall framing. If applied, Uus must be the 75 1VON1-XPANDIA16 rPEPOAAt, - Step 9 Since these windows are typically used in rooms with high moisture, fe; bathrooms, it is recommended that the interior gap between the window and wail framing also be sealed with silicone and tooled so as not to interfere with the installation of wallboard, tie or trim. LL Step 10 Once all construction is complete, remove the bubble wrap from the inside and outside of the window. if necessary, dean the blocks with a mild detergent and warm water using a soft cloth. Failure to follow these procedures will void any and all warranties. GENERAL NOTE: 1.- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION AND CALL OUTS. tL r� �yIf co ' c .Le N rD r 'kSga. to I to DO r Oi U_ 0- U_ -0 :6 :6N ITv'i .ST N cc 4r„ Via? O O ti .,. Z W o o ,g- '3 a y ,. x'3. M4 Q �� _ ILL;q a a U) in Product Approval Submittal Affidavit YV�° fz z�°\� G� _LL LLJ O y5 Building Address: c �t �r a w Contractor: W $' M _ m m BuildingCN Permit: �g LL z N r �^� om £ U J 75 G O Design Attachment s, met Jr x I w J in Product Pressures Manufacture Model # Method Approval # 5"S216 ° r°-�� WwW.FDSFNG.COM El El El v Roofing: 19 1st Choice COUNTY APP. IKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING FL30310.1 z o 0 NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. jz CD W/ 3/8" MIN PENETRATION THRU SHEATHING z %j a -. J ROOFING VENTS:LO i DADE Florida Metal FLAMCO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL,V r/ r COUNTY APP. Products Inc. "Off -rid a vent"' 1" FROM EDGE AND 4" O.C. TYP CAL MAX. FL21580.1 R 2 z N t1'1 C9 m ROOFING UNDERLAYMENT: j 1 U) LL L1J 1st Choice TAMKO BUILDING JTAMKO No. 30 UNDERLAYMENT SHALL BE APPLIED AND FL12328 R9 m PRODUCTS LLC #30 ASPHALT -SATURATED ORGANIC FELT ATTACHED IN ACCORDANCE WITH �V C.� - } R905.1.1 Q w Overhead Garage Doors: _ CO M Ln � m 1st Choice +30.0/-30.0 CLOPAY 16 x 7 2"x6" P.T. WOOD JAMB WITH FL16546.8 0 I' ; 53w5 (5)1/2" DIA. x 8" "J" BOLTS k.; - o 2 rid Choice +30.0/ 32.0 CLOPAY FL15279.84 x o 8 x 7 rn Swing Doors: U 00 THERMA TRU-CORP. ALL ONE FL20461.11 Q N c oA Ill 1st Choice +67.0/-67.0 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" FIBERGLASS DOOR LITE SERIES TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS FL20461.12 THERMA TRU CORP. SOLID AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL =" DAMS Hi�IV[ES +67.0/-67.0FIBERGLASS DOOR FIBERGLASS DR BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM FL20461.1 2nd Choice PLAST PRO ALL ONE TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. FL15215.2 THEREAFTER. (TYPICAL ALL 4 SIDES) FLORIDA CONTRACTORS LICENSE NO. CRC1330146 Sidelights PLAT RO RU FL152115.2 3000 GULFBREEZE PARKWAY Sliding Doors: GULFBREEZE, FLORIDA 32563 1st Choice MI WINDOWS & DOORS SERIES 420 SGD FL15332.4 DIVISION LOCATION: Alum.reinforced IPORT ST. LUCIE MI WINDOWS & DOORS SERIES 440 SGD FL15332.12 n Alum. reinforced Win ow : Job Information: +40/-50 MI WINDOWS 3540 SERIES Twin SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON FL 17676.9 1st Choice Single Hung (fin) ANCHOR WITH MIN. IA" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL 3500 SERIES HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS +40/-50 MI WINDOWS Single Hung (flange) OF SUFFICIENT LTH, TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. FL 17894.2 3540 SERIES FOR INSTALLATION THROUGH 2x BUCK USE #8 WOOD SCREW OF +50.0/-50.0 MI WINDOWS Single Hung (fin) SUFFIENT LENGTH TO ACHIEVE 1V2" INCH MINIMUM EMBEDMENT FL17676.2 IN WOOD SUBSTRATE. MI WINDOWS 3500 SERIES Single FL17894.4 O Hung (finless) frame Mullions: M-1926 Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE Z r{ 1st Choice MI WINDOWS Mullion 3 16" TAP0 > CON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 11A FL 18504,1 LO M-1926 Horizontal MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM FL 15804.2 I„ Ij (n Q d Mullion EDGE DISTANCE > 0 to U r~ J w ® MM ' ^ '^00 J f� a - Fixed Glass: 1st Choice +50.0/ 50.0 MI WINDOWS MI 3540 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN. 1'A" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. FL18644 R-6 Soffit: VI Model Name / Number: 1st Choice +66.0/ 71.6 KAYCAN LTD Standard vinyl Staple 10" on center In direction of length FL16503.4 R5 :1820 0` Plygem / Variform Double 5 standard Plygem Double 5 standard vinyl Double 5 standard (vinyl) 10" I staples solid 144 vented -145 FL12194.1 FL12194.2 Plan Issue Date: Hurricane Panels: Friday, July 23, 2021 1st Choice Dade County App. ALL AMERICAN SHUTTER & GI ASS 24" Ga. Storm Panels 24 GA STORM PANELS FL16293 R3 KA PROJECT NUMBER: I have reviewed the above components of cladding and have approved their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: FI. # 56126 Name: Luis Pablo Torres Certification Number: FI. # 87864 Name: Certification Number: 21-8329 Sheet: S-5 Of: MATERIAL REFERENCE INFO (PSL) MECHANICALLY FASTEN AS FOLD UP WEATHER THESE DETAILS ARE GENERIC AND MEANT TO SHOW FLASHING REQUIREMENTS NECESSARY IN CORNERS THROUGH RESISTIW-- BARRIER & WEATHER RESISTIVE GENERAL FLASHING AND WATERPROOFING METHODS R703.1 General. Exterior walls shall provide the building with aweather-resistant exterior wall envelope. The exterior wall SELF -ADHERED FLASHING , ` ` TEMPORARILY SECURE BARRIER DOOR ROUGH OPENING --WEATHER - WINDOW UNIT TO BE USED. envelope shall include flashing as described in Section R703.4. RESISITIVE 11703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the BARRIER WOOD FRAME CONSTR. SLOPE accumulation of water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as EXTERIOR 0, 3 in : 12.0 in SELF -ADHERED FLASHING required by Section R703.2 and a means of draining to the exterior water that penetrates the exterior cladding. TAPE s SELF -ADHERED FLASHING 3/4"-1" BEAD OF CONSTR. fHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN (0.6 cm : 30.5 cm) R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM 0226 WALL BY 6 IN. / UP JAMB 6". USE LIQUID NAIL BRAND PRODUCTS DETAILS OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 ( SSPASIFDWiN"OW) ! asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where EXTERIOR joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the WEATHER SELF ADHERED FLASHING WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. water-reslstive harrier manufacturer's Installation Instructions. The No.15 asphalt felt or other approved water -resistive RESISITIVE `CEMT. FIN. barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a BARRIER SEAL TOPS OF JOISTS �( PER FBC-R (CURRENT EDITION) 703J.3 manner to meet the requirements of the exterior wall envelope as described In Section R703.1. UNDER DECKING SUBFLOOR (SEE DETAIL DECKING R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, when; SELF -ADHERED FLASHING _ applied over wood�ased sheathing, shall include awater-resistive vapor -permeable barrier with a performance at (east WIRE LATH equivalent to two layers of Grade D paper. The individual layers shell be Installed independently such that each layer HEAD FLASHING TIE-IN INSTRUXTIONS: Detail Instructions provides a separate continuous plane and any flashing (Installed In accordance with Section R703.4) Intended to drain RIM JOIST to the water -resistive barrier is directed between the layers. 7. cut, fold up &temporarily secure weather Refer to the number marked as in each detail that corresponds to the resistive barrier above header to allow for flashing installation numbered items In the list Of instructions each detail Exception: Where the -minute Grade barrier that is applied over wood -based sheathing has a water resistance equal at or r 2. Self -adhered flashing plus head flashing under weather BUILDING greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater resistive barrier I PAPER 1. Install self -adhered flashing in order as shown by numbers -absorbing layer or designed drainage space. 3. Fold weather resistive barrier back over head flashing and 2. Install flashing and weather resistive barrier to form water shedding laps seal with tape 2 2 2O 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible ' flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be Scale: NTS SELF -ADHERED FLASHING embedded in the adhesive layer) - for ease of installation and to minimize corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's SELF -ADHERED FLASHING SELF -ADHERED FLASHING scoring cuts instructions. All flashing shall be applied In a manner to prevent the entry of water into the wall cavity or penetration of FLANGED WINDOW Wpol EXTERIOR DOOR WITH DECK - SECTION A W P 02 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER W P water to the building structural framing components. Self -adhered membranes used as flashing shall comply with FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER 5. Remove all release paper per standard installation instructions and AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying adhere to substrate using a square piece of flashing material (6" x 6" with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTMC1281, RUBBERIZED ASPHALT Minimum AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid applied membranes used as flashing in EXTERIOR SHEATHING RUBBERIZED exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved ADHESIVE p Y g pP EXTERIOR SHEATHING 314"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED ASPHALT 6. Fold as shown by arrows flashings shah be installed at the following locations: -� ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD ADHESIVE 7. Angle of corner may vary, J g g accordingly THRESHOLD OF DOOR AND RETURN FLASHING, SEE SELF -ADHERED FLASHING g y y> adjust folding of the flashing accordin I to fit UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW tight to Corner REFER TO TECHNICAL OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) 8. Mechanically fasten as necessary 9..Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the LETTER ON CHEMICAL SCORED exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically COMPATIBILITY • e 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: p •`- "� • (BEFORE FOLDING, SCORE _ ( N SELF ADHERED SELF -ADHERED FLASHING, RELEASE PAPER TO EXPOSE g EXTEND A MINIMUM 6" ADHESIVE AS SHOWN) 1.1 The fenestration manufacturers installation and flashing instructions or for applications not addressed in the FLASHING VERTICALLY FROM fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where flashing N BOTTOM OF instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. �• THRESHOLD 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 a s MECHANICALLY FASTEN AS the water resistive barrier for subsequent drainage. Openings using SECTION -A NECESSARY IN CORNERS THROUGH g gs g pan flashing shall incorporate flashing or protection y, at the head and sides. � (SEE DETAIL WP02) SELF -ADHERED FLASHING 1.2 In accordance with the flashing design or method of a registered design professional. 1.3 In accordance with other approved methods. SELF -ADHERED 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ FLASHING / /v WDMA 300 or FMA/AAMA/WDMA 400. v 2 a 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with SELF -ADHERED FLASHING rJ projecting lips on both sides under stucco copings. NAILING FLANGE � 4 3. Under and at the ends of masonry, wood or metal copings and sills. 2 SEAL TOPS OF JOISTS 6 4. Continuously above all projecting wood trim. ; H DO NOT FLASH OVER UNDER DECKING y �,� N LO BOTTOM NAILING $ (SEE DETAIL WP07) 2 7 r o °r° 00 FLANGE 5. where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. � U9 6 to � r a S. At wall and roof intersections. M $ W ' � c b LL LL _J SELF -ADHERED FLASHING �/�� ,,//�� SELF -ADHERED FLASHING SELF -ADHERED FLASHING �/�� '` HALF ROUND WINDOW V V PO`'t EXTERIOR DOOR WITH DECK W P O INSIDE CORNER V V PO V 7. At built -In gutters. a � 5 ` O ( W 0inmo a a _� 2 "' R(m m ui Y ocn �u. mW � J�.,,o a. W SELF ADHERED FLASHING { - $ - _ 5 Y m •> >.� A e� s,,. � c o Q � 5 O DECK PROTECTOR <s u5 t = $ w „� m -� SHEATHING z d d n N an d M_ 7/8" Cement Piaster E _ ? a �m Cement Plaster s .. a � �- ' in accordance with 8 h S d, 2 °° a 5 o 1 _ e with =r v � Cnn ASTMC926 ASTMC926 in accordant -_ k1' c s o '� WW%.FDSENG,COM ❑ ❑ ❑ w _ - _ .- SELF -ADHERED FLASHING PATCH Felt backed metal Felt backed metal lathe in accordance lathe in accordance %� C9 r AD SELF ADHERED FLASHING p . . with ASTMC1063 with ASTMC1063 II If ) z o DECK PROTECTOR 04 g 10 Building Paper Building Paper Z, 7/16" O.S.B. 7/16" O.S.B. _ �; t rsheathing I sheathing ./ ,/ CN DOUBLE , , �, , Z m Keep top edge �t] O SINGLE JOIST SELF -ADHERED FLASHING `'� `+ , Metal of weep screed va JOIST i ` SELF -ADHERED FLASHING ) 1 top 3 1 /2 Flashing block 2" below t of o „ tl5 +---+ 2 u Unperforated LL, 3" MIN 4 _ ': '�� Flange 7/8" Vulcum cauk bottom � . c _ Weep Screed joint only z,.. 1 Y (� = cN E Maintain Metal Flashing ro � ° Bottom of _ - oo a Wee Screed 3 1/2 Unperforated = o i N SELF -ADHERED FLASHING SELF -ADHERED FLASHING W P 08 APPLYA LIQUID FLASHING TO THE MASONRY OPENING (HEAD, JAMB, SILL) IN W PO 1 1/2" to 2" Flange 7/8" Weep Screed c � o s \H0.8362x;DECK JOIST W P07 OUTSIDE CORNER ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE 9 INSTALLATION OF THE BUCK/RECEPTOR. Above Roof 1/2" Cementitious Q N to Q,m Sheathing Decorative Finish DAMS HOMES mom •o'• •'o. All inside and .•'• outside corner will FLORIDA CONTRACTORS LICENSE NO. CRC1330146 °• , need to be miter 3000 GULFBREEZE PARKWAY EXTERIOR WINDOW UNIT CEMT. FIN. •'.. cut and caulked all Cement Plaster butt joints need to GULFBREEZE, FLORIDA 32563 BUILDING PAPER SLOPE in accordance ••o. .o•••'becaulked using SLOPE with ASTMC926 ••• • Vulcum caulk for all DIVISION LOCATION: SLOPE 0.3 in: 12.0 in 0.3 in: 12.0 in over wood 2nd PORT ST. LUCI E 0.3 in : 12.0 in (0.6 cm : 30.5 cm) (0.6 cm : 30.5 cm) floor Job Information: (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING WIRE LATH SELF -ADHERED FLASHING ��- EXTERIOR BUILDING PAPER CEMT. FIN. ; O WIRE LATH . � . � 1/2" Cement SELF -ADHERED FLASHING Plaster Finish oLO .. Block w i o � WIRE LATH ..� � � �2 1/2" Perforated �, m ''o• Flange 1/2" Weep > BUILDING PAPER • •••',.o• Screed ■ ■ - a� BUILDING PAPER Cement 700 Plaster • '••• V o ° over block O -J UJ Z) (D 1 st floor _1 m 05 0 EXTERIOR - WINDOW UNIT CEMT. FIN. Model Name / Number: Install bottom Slab edge of weep screed 1" below 182� finish floor Plan Issue Date: OPTIONAL DETAIL Friday, July 23,2021 Z 2 KA PROJECT NUMBER: Note: 218329 3 3 The building papef and metal lath .Py SELF -ADHERED FLASHING SELF -ADHERED FLASHING must be installed (wer the top of WEEP SCREED DETAIL Sheet: P Of: SELF ADHERED FLASHING SCALE: NOT TO SCALE W CEMT. FINISH WINDOW HEAD WP10 CEMT. FINISH WINDOW SILL WP 11 CEMT. FINISH PARAPET WALL W P 12 the weep screed. WATER PROOF DETAILS 5" bath duct to roof or wall cap w/ standard 70 cfm bath fan 4" dryer duct to roof cap w/dryer vent box 0 w 14x8 1 wcd 195 16x16 rag,.- 16x16 rag 1 8„ 14x14 rag} L - WJ&I" 148 1 wcd 'k I' 17 ` � x4 1 cd -a• _ 5 10x1 rag 8„ i 1 Ox6 1 wcd ik 50 R 'S � 7 12x6 1 wcd 185 w• . �!Y TR�'T w w y 1� P fh 1 '�xj 1we 40 `x-- " T Lww7 We ammgm, ;f DE r VAv, TM OW1 130 , rag 14,x8 1 wcd _ *8. WN 24x10 fbrog 7" 12x12 rag 10 m 4" 2 xeur1w cd 95 MUM 12x6 Iwcd 165 --------- --� j 7„ 2x12 ra MUU � � " MD adr Ey. N MUM i U E#A a x License # CAC032448 al 12x6 1 wcd � bg 120 " `'•�idl+� i 3.0 TON W/5KW @240V 1 PH 18x13 plen scale :1/4"=1'0" platform by bldr 42X42 A/C SLAB BY BLDR MIN 2' FROM WALL 5" bath duct to roof or wcH cc w/ standard 70 cfm bath fan 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 ELMR-PLA-0 14�4 A" Must have a minimum clearance of 4 inches around the air handler per the State Energy code. All duct has an r=6 insulation value. AREA CALCULATIONS Imp &F. rug 13 iL8. -N kwfi A.F. Rating �j v 0 o� CZ V S A