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HomeMy WebLinkAboutBuilding PlansTERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA INDEX OF DRAWINGS R318.1 TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." NOTES: 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. EXTERIOR COVERING R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C926 AND ASTM C1063, OR ASTM C1787 AND THE PROVISIONS OF THIS CODE. R703.7.1 LATH. LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS, EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1-1/2" LONG, 11 GAGE NAILS HAVING A 7/10" 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. • INTERS ECTION OF CHIMNEY S OR OTHER MA SONRY CONST RUCTION WITH FRA ME 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 OF THE MASONRY CELL WITH MIN 112" 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 "NATIONAL DESIGN SPECIFICATION OR STRESS SHALL BE DESIGNED N ACCORDANCE WITH THE LATEST EDITION OF THE NA F PREFABRICATED WOOD TRUSSES HA 2. REFABRI -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. UPLIFT CONNECTORS 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR MORE INFO. CODE CRITERIA FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL FLORIDA FIRE PREVENTION CODE 7TH EDITION (2020) FLORIDA BUILDING CODE ACCESSIBILITY 7TH EDITION (2020) RESIDENTIAL NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318-14) SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301-16) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2018 EDITION WOOD FRAMED CONSTRUCTION MANUAL 2018 EDITION APA PLYWOOD DESIGN SPECIFICATION E30-16 AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE 7-16 ALUMINUM DESIGN MANUAL - AAF20 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (B) LOCAL STATE AND FEDERAL BODIES DEFLECTION CRITERIA ROOF TRUSSES* LL/360 TL/240 COMMMENTS: ROOF RAFTERS LL/180 TL/120 ROOF RAFTERS (W/O CLG) LL/360 TL/240 FLOOR TRUSSES/ BEAMS ** LL/360 TL/240 FLOOR I -JOIST*** LL/480 TL/240 *TL MAX 2" UP TO 40FT SPAN * *TL MAX 3/4" *** TL MAX 1/2" - GENERAL ROOF LOADING SHINGLE METAL TILE HEAVY ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) TOP CHORD LL 20 20 20 20 TOP CHORD DL 7 7 15 25 BOTTOM CHORD LL* 0 0 0 0 BOTTOM CHORD DL 10 10 10 10 TOTAL (PSF) 37 37 45 55 BOTTOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE 20 ATTICS W/ HEAVY STORAGE 50 * ATTICS W/ NO STORAGE 10 (NON -CONCURRENT) NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN APPROVAL FROM FOR OR INDICATED ON PLAN GENERAL FLOOR LOADING TOP CHORD LL 40 (PSF) COMMMENTS: TOP CHORD DL 10 (PSF) BOTTOM CHORD LL 0 (PSF) BOTTOM CHORD DL 5 (PSF) SPECIAL FLOOR LOADING GAME ROOM 60 (PSF) COMMMENTS: BALCONIES/ DECKS 40 (PSF) BALCONIES OVER 1.00 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 s 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE () VALUE DENOTES SUCTION DIAGRAM AREA 5� (+) 27.6 (+) 27.6 10 O 29.9 O 37.0 (+) 26.5 (+j 26.5 20 (-) 28.8 O 34.4 O 50 (+) 24.8 (+j 24.8 O (.) 27.1 2yk (+) 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'-011 OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. SEE FLOOR PLAN FOR ACTUAL PRESSURES SHT NO:I TITLE 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS S-4 DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS M-1 I HVAC FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO 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 ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. documents that these documents be accurate, providing Licensed PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals clear information. Every attempt has been made to 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG #5 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error. The Builder and all subcontractors are required to THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE) MIXED PER THE MFGR'S 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE review all the information Contained in these documents, prior to INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 7TH EDITION (2020) RESIDENTIAL. the commencement of any work. The Designer/Engineer are not PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY CONTROL OF CONSTRUCTION SITE: responsible for any plan errors, omissions,or misinterpretations undetected and to the Designer Engineer to DURING BOND BEAM POUR. not reported / prior 3. FOR MORTAR JOINTS LESS THAN 1/411, PROVIDE (1) #5 VERT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. TO FOOTING). construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4) AA "x 21/a" TITENS TO 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 MASONRY AND (7)-10d NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LB5 (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 1 1/2" SDS SCREWS AND (5) 1/4" x 2 1/4" TITENS ONE EACH SIDE OF TRUSS. 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 be considered for reimbursement by the Designer/Engineer without advanced PERIL OR CONDITION, AT ANYTIME, EXPRESSLY INCLUDING, BUT NOT LIMITED TO, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER notification and approval by the Designer/Engineer. NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR, IF GIRDER TRUSS CONNECTIONS ARE CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON. Payments will be made in accordance to the terms of the agreement MISSED, CONTACT THE FOR FOR SUBSTITUTION. 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) 16d x 2-1/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. DAMS HOMES Of Northwest Florida LOCO GULF: REEZE P/�\RI���/,\Y CaU�F: REEZE. F�ORID,� az :: 114--m1 111, ct jN " N 19 d N n 0 N W LO ae FLT m t m ,� d=°.-m �� � Q o� w lCi CO r- * U 0 m 1� 2 z �ulMoo W w n- o_ e rn a D w� m=LLB Lq rn cA a 1133 ZLTJ V Q Z Uj 0 3 cmOn S' Qo-°Nm W � 0 Lj c .'1 o � is a0 WN J m J �a� a- _ IL 2 Nr "` mQ a ti c 3 o J U J f/i 20� H `'h v` VJWW.FOSENG.COM ❑ ❑ ❑ C9 � z g -o r z 0 z Q a N _ LO z N i V) (D M LL Lu wo w van l/'i c 7) C: M f J M") �f;���'�!!!1 (y) U -ci E w sO00 ,- 00 2 C N c 00 Q N o to -u-� DAMS HOME FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: IVI PORT ST. LUCIE Job Information: O Z L0 W y '- a q1 M CQ rl � T N U ■ ■ U ) o 0 _3 W� oo o U_ J m Cncri Model Name / Number: Plan Issue Date: Wednesday, July 14, 2021 KA PROJECT NUMBER: 21-8333 I Sheet: I IOf: I COVER SHEET 48'-8„ 160 MPH OPENING PRESSURES BEARING WOOD WALL SCHEDULE BEAM SCHEDULE �-- 01 10'-0"ol 14'-10" 3'-4" ol ENCLOSED EXPOSURE B 20'-6" 9'-9" 9'-9" A +27.6 / 29.9 ( ) +27.6 / -37.0 CONNECTION & FASTENERS S LUMBER UPLIFTCD11 6„ 6„ MARK SPACING TOP BOTTOM SPECIES CAP.(PII1 MARK BEAM SIZE CONNECTIONS S 3 +26.5 28.8 / - O +26.5 34.4 D / NO BW1 16" (2) 16d TOENAILS (2) 16d TOENAILS SPF UPLIFT (2) - 2 x 8 #2 SYP W/ 7/16" CONNECTION PROVIDE (2) M1 OSB FLITCH PLATE. NAIL SIMPSON LSTA18 OR (2) % o - - - - - - - -KA - SP2 W/ (6)-10d SP1 W/ (6}10d BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST BW2 16" STUD, (6) 10d PLATE STUD, (4) 10d PLATE SPF 402 ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU %- 71 C6 BM3 BM3 i E +24.8 / -27.1 O +24.8 / -31.1 g�n/3 16•� SPF 803 D.C.O,C, TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) SP2 W/ (6) 10d (2) SP1 W/ 16) 10d STUD 6 16d PLATE STUD, 14) 10d PLATE TYP. O +24.3 / -27.5 O +23.3 / -26.0 NO (2) - 2 x 10 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) BW4 16" (2) 16d TOENAILS (2) 16d TOENAILS SYP UPLIFT SIMPSON LSTA24 OR (2) OSB FLITCH PLATE. NAIL BM SIMPSON HTS20 TO WOOD POST BEAM TOGETHER USING COVERED PATIO NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED- THE WIND PRESSURE LISTED ABOVE ARE 2" OR 12) SIMPSON HETA16 TO CMU BW5 SP2 W/ (6)-10d SP1 W/ (6)-10d 16" STUD, (6 1Gd PLATE STUD, 4 10d PLATE SYP 439 ROWS OF 12d NAILS @ 12" COL. U,N.O. ON ROOF PLAN. 20' 0"x 10' 0" "ALLOWABLE" PRESSURES O.C. TYP EACH SIDE BM5 _ o (2) SP2 W/ (6) lOd SP1 W/ (6)-10d BW6 16" STUD, 6 10d PLATE STUD, (4) 10d PLATE SYP 878 - O � � � I I WALL LEGEND BW7 12" (2) 16d TOENAILS (2) 16d TOENAILS SPF=NOL2 2 x 12 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) IFf �M>3 OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) HTS20 TO WOOD POST 5'-4" ol 7'-0" T 4" 5' O" 9' 4" 4'-$" BEAM TOGETHER USING (2) SIMPSON SP2 W/ (6)-10d SP1 W/ (6),10d ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU 11,77,77777-.. FRAMED WALL BW$ 12" STUD, (6) 1od PLATE STUD, (4) 10d PLATE SPF 535 O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) SP2 W/ (6)10d SP1 W/ (6)-10d BW9 12" STUD, (6) 10d PLATE STUD, (4) 10d PLATE SPF 1070 (2)- 1 3/4" x 111/4" LVL CONNECTION: PROVIDE (2) VERIFY LOCATION �\ W/ BUILDER ( 1S ) O I O © O BEARING FRAME WALL 2.0E Fb=2600 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) BW10 12" (2) 16d TOENAILS (2) 16d TOENAILS SYP 0 TOGETHER USING (2) ROWS M4 SIMPSON HTS20 TO WOOD POST \=1 25 SH 25 SH 25 SH DBL 25 SH 1/4" x 3 1/2" SOS WOOD OR (2) SIMPSON HETA16 TO CMU SP2 W/ (6)10d SP1 W/ (6)-10d SCREWS @ 16" O.C. TYP. COL. U.N.O. ON ROOF PLAN. BW11 12" STUD, (6) 10d PLATE STUD, (4) 10d PLATE 585 EACH SIDE. SYP 2868 ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING (21 SP2 W/ (6) 10d SP1 W/ (6)-10d EGRESS EGRESS 2'-0" V ATTACHED PER NAILING SCHEDULE ACT AS BW12 SYP 1170 12" STUD, (6) 10d PLATE STUD, (4) 10d PLATE (2) -13/4" x 117/8" LVL CONNECTION: PROVIDE (2) HOSE SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR 2.0E Fb=2600 PSI. NAIL BEAM BW13 NOT USED M5 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 14'-2" 24 '_6 BIBB STUD SPACING AND GRADE. 1/4" x 3 1/2" SDS WOOD SIMPSON HTS20 TO WOOD POST OUBLE 2x TOP PLATE SCREWS @ 16" O.C. TYP. OR (2) SIMPSON HETA16 TO CMU TOP OF WALL COL. U.N.Q. ON ROOF PLAN. NOOK MASONRY WALL _ EACH SIDE SEE PLAN MASONRY WALL OR MASTER VAULT CLG. ICF WALL. SEE PLAN (2) - 1 3/4" x 16" LVL BEDROOM p 2.0E Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) 2x STUDS PER TOGETHER USING 12) ROWS SIMPSON LSTA24 OR (2) M6 VAULT CEILING DOUBLE 2x HEADER PLAN/ SCHEDULE SIMPSON HTS20 TO WOOD POST SEE FLOOR PLAN FOR ABOVE 1/4" x 3 1/2" SDS WOOD SCREWS @ 16" 0:C-TYP. OR (2) SIMPSON HETA16 CMU G.T. MIN SIZE. SEE WFO9/S3 FOR CONNECTION INFO, EACH SIDE COL. U.N.O.UNOON ROOF PLAN. - - - _ - _ - - - - - _ - _ - - - _ - - - _ - _ - _ IF HEADER IS WITHIN WALL INDICATED ABOVE WITH EE M603/5, 1 FOR NO UPLIFT CONNECTORS BRG WALL TO GENERAL BEAM NOTES O o O GENERAL NOTES INDICATED IN WFO9 CAN MASONRY WALL BE IGNORED. CONNECTION INFO t` 7' 10" 16'$" N (�l 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED z 2x MID -SPAN BLOCKING CONNECTORS (MIN, 4" BEARING EACH END) W/ (2} 12d TOENAILS @ TOP & BOTTOM 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3:12 J _ 1. minimuR302.5m Door from garage into house must be a minimum 1 3/8" solid wood door, solid or � EACH END FOR WALLS PER PLAN / 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANYWAY WITHOUT EA SCHEDULE ABOVE WRITTEN APPROVAL FROM THE E.O.R. ow SLOPE w GREAT o I( I � � CLG. hOneyCOmbCOre Steel door, or 20 Minute fire rated door. , ✓! TALLER THEN 8'-0" m VAULT --, F.F. SEE FOUNDATION x: 3'-6" 1 _ _J ' 2. Bathroom exhaust fans must vent to the exterior of = PLAN FOR MORE �+ COLUMN SCHEDULE O ' " the building, exhaust to attic space and soffits is not 2xP.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 = M z CD Id 36" FLAT BAR `� acceptable. Ventilation shall be permitted to exit through the soffit if solid soffit is installed 5'-0" on each side of Q MIN. 7" EMBEDMENT PAST STEP DOWN, REQUIRES MIN MARK COLUMN SIZE (BASE) CONN. & FASTENER UPLIFT(Lb) w ' N TOP ON 341/2" n � cN the venting. ALT.: SIMPSON 1/2" TITEN HD @ 32" O.C. 7/16" OSB PLYW'D W/8d NAILS AT 4"oc N I,1 _ p i p m WALL W/ 12" p ?� 0 W/ SAME EMBEDMENT SEE GENERAL NOTE #8 BRG. WALL DETAIL IN FIELD AND EDGE. C1 (3) 2 x 4 #2 SPF (4) - 16d TOENAILS 0 O 0 O.H. 3. R302.6 The garage shall be separated from the w z residence and it's attic as required by Table R302.6. DTr2z w/ 1/2° WEDGE GENERAL NOTES C2 (3) 2 x 4 #2 SPF ANCHOR* & (8) 1/4" X 1 1/2" 2145 ' cs ' _ Y From the residence and attics by not less than 1/2 inch board applied to the side. SDS SCREWS 3068 ' gypsum garage 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED UNO. _ w Garage beneath rooms shall be separated from all Garage b 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. G3 (3) 2 x 4 SYP #1-OR- (4) 16d TOENAILS 0 m g'_g� habitable rooms above by not less than 5/8 inch 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. SP4, SP6 AND 8P8 CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SP1 AND _ - R/SH _ - - - KITCHEN (15.9mm) type X gypsum board or equivalent. Where " SP2 INDICATED IN SCHEDULE ABOVE DTT2Z W/ 1/2" WEDGE 5. IF "BW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE C4 (4) 2 x 4 SPF #2 ANCHOR* & (8) 1/4" X 1 1/2" 2145 jn I ; 10' 0°FLAT CLG. the separation is a floor -ceiling assembly, the structure supporting the separation shall also LO g ql N WFO6/S3.1 OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO SDS SCREWS FIRST FLOOR CONNECTIONS, (NOTE; THIS IS FOR 2 STORY PROJECTS ONLY) I (0 W I Inc m protected by not less than 1/2 inch (12 7 m) n W ti W t0 1� 00 _ 6. IF "SW' IS INDICATED THE WALL IS CONSIDERED A SHEARWALL AND REQUIRES MIN. C5 4 x 4 P.T.#2 ABU44 W/ 5/8" ATR** U = 2200 'a, o N LT gypsum board or equivalent. - d „ F o 0 3 C$ .� 9 M 7/16" OSB PLYWOOD W/ 8d NAILS AT 4" O.C. IN FIELD AND EDGE TO (1) SIDE OF WALL SYP POST & (12) - 16d NAILS I VAU REF. p�� .:` cull a,3 mN c" �O d0, E'a 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 6 x 6 P.T. #2 ABU66 W/ 5/8^ ATR*" G = 12000 BW10 THESE WALLS ARE ONLY C6 /'� I WIC 00 ' _ ", _ _ _ _ 1� WS01 4. R312.2.1 Window Sills In dwelling units, Where the top of the sill of an operable window opening is located _ y 1- 28 a Lij W 3 ^Z S 2 WITHSYP POST & (12) - 16d NAILS U = 2300 8. IF BEARING WALL IS INDICATED WITH THE BW1, BW4, BW7, I VAULT `� � ° � � SUPPORTING THE FLOOR LOAD AND NOT HAVE UPLIFT, THE STUDS ARE TOE NAILED TO THE PLATE AND THE 2x PLATE CAN BE ATTACHED WITH HARD CASED NAILS (GUN NAILS) AND WILL 8 x 8 P.T. #2 ABU88 W/ (2) - 5/8" ATR* * G = 24335 NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. C7 SYP POST & (18) - 16d NAILS U = 2320 ry R/SH . less than 24 inches above the finished floor and greater than 72 inches above the finished grade or other surface below on the exterior of the building, the operable window 0 4 - - rn v - H uj "� w �� LL z � '' th'' � � � a o � 9. SP1/SP2-DRIVE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE I following " P w Q z Y TABLE LOAD. 10d- 0.118" DIA. x 3" LONG 3.5 x 3.5 P.L. HDU55DS2.5 W/ (14) 1/4" x 1.8E Fb=2400 PSI 2 1_/2" SIDS WS & 5/8" EPDXY 5645 ; N I 4' 2" 4' 0" 2' 0" 10'-11" 5'-5" 12'-2" shall I comply with one of the [3 listed methods]- r = `a o p ~ 3 oa DOOR, PER E-� R OlV� M 4 ST _ C8 HEADER SCHEDULE (WOLMANIZED IF EXT.) ANCHOR, OR ATR. * 3.5 x 5.25 P.L. HDU5-SDS2.5 W/ (14) 1/4" x I in Y 5. R308.4.2 All windows within 2'-0" of doors and in shower or tub areas will be safety tempered glass. " W W = $ m m J - a 3 (D rn 'n N = Q N a LLo C9 1.8E Fb=2400 PSI 2 1/2" SDS WS & 5/8" FxOPY 5645 �y - VAULT CEILING _ a" m o g ga WOLMANIZED IF EXT- ANCHOR, OR ATR** MARK HEADER SIZE REMARKS 2868 ACCESSIBILITY CODE m 6. Callingfor exterior entries and covered porches to 2 88 p -0 Q a 3.5 x 7 P.L. HDU8SDS2.5 W/ (20) 114" x CIO 1.8E Fb=2400 PSI 2 1/2" SDS WS & 7/8" EPDXY 6970 3'-6" have span rated nailed per zone on d 8 '6 • W V J ✓}\. Y Y c c M $ (2) - 2X6 #2 SYP SEE GENERAL HEADER NOTE #5 (wOLMANIZED IF EXT.) ANCHOR, OR ATR*** OH1 5.25 x ANIZ D I ANCHOR OR TR (20) 1/4" x W/ 1/2 FLITCH PLATE THIS SHEET _ P, PSI 2 1/2" 30s vas & 7/e" EPDXY 7870 I` C11 1.8E Fb 2513 - I c0 00 I N ° DI N I N 10' 0 FLAT CLG. (0 dui roof diagram nailing schedule or 5/8" CDX. diagram 1X T&G acceptable for substitution. .. WWW'.FDSENG.COM ❑ ❑ ❑ G. a (_4 H2 (2) - 2X8 #2 SYP SEE GENERAL HEADER NOTE #5 (WOLMANIZED IF EXT.) ANCHOR, oR ATR*** THIS SHEET 7 x 7 P.L. HDUBSDS2.5 W/ 120) 1/4" x ° N w = /. EC: R402.2.4 Access doors from conditioned spaces to Z - 0 0 W/ 1/2" FLITCH PLATE ILFb=2400 PSI 2 1/2" SDS WS & 7/8" EPDXY 7870 C12 .r �r � cc w N unconditioned spaces (d an attics and crawl spaces) shall be weatherstripped and insulated to a level 0 z cw H3 (2) - 2X10 #2 SYP SEE GENERAL HEADER NOTE #5 (VaOLMANIZED IF EXT.) ANCHOR, OR ATR*** O W/1/2"FLITCH PLATE THIS SHEET GENERAL COLUMN NOTES 4'-4" 5'-10" (N o equivalent to the insulation on the surrounding N Q }? H4 (2) - 2X12 #2 SYP SEE GENERAL HEADER NOTE #5 1. SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH UNO. O W/ 112" FLITCH PLATE THIS SHEET 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN, - ui O 0 m A M . BATH O O_ � � CO VAULT A O surfaces. 8. M1502.4.5 Duct length � _ 1t I (3) - 1 3/4" X 11 1/4 ATTACH TOGETHER W/ (2) ROWS 114" x 31/2' 3. NAIL BUILT UP STUDS PER DETAIL WF37/S-3 H5 LVL 2,0E Fb=2600 PSI SDS WD SCREWS @ 16" O.C. TYP. EACH SIDE 4. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2" ATR QO to Z w w o PROVIDE PLATFORM FOR HVAC UNIT ° 266$ R/S , - - - - - - - °Q 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 Z N M - LL (2) 1 3l4" X 9 1/4 ATTACH TOGETHER W/ (3) ROWS 1l4"X 3 7/2' 6" EMBEDMENT FOR 5/8' ATR EMBEDMENT FOR 7/8"ATR 8' E H6 LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 16" O.C. TYP. EACH SIDE ON SECOND FLOOR, THE BASE CONNECTION IS NOT O Q �, ,M-. VERIFY SIZE W/ MFGR - - n R/S N 9. Ceilings for exterior entries and covered porches to be w ....._ 0 m INDICATED 5. IF COLUMN IS INDICATED HEADER SUPPORT NO. OF JACKS & REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) B. SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 4'-4" C 2668 " =.=1 e :4.`t 7/16" OSB on underside of roof trusses shall be attached to all framing members with 2x blocking � - 'iQ O w ,,,O�, STUDS REQ. AT OPENINGS 7. SAME NOMINALSIZE PARALLAM COLUMNS (1-BE) MAY BE SUBSTITUTED FOR ANY O provided at perimeter. The OSB shall be attached w/ 8d Vi ai P.T. SYP POST NOTED IN THE PLANS 2x4 WALL 2x6 OR 2x8 WALL OPENING NAIL PNEUMATIC GUN NAILS: O 3 X 4 d e pO `' o O M N °p N N =. 6'-5" 5' 9" 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 U-) >= m co M ru U "J N E SIZE JACKS KINGS JACKS KINGS COMMON vs. attaches to OSB per manufacturer specifications w 0 0 EA. END EA. END EA. END EA. END COMMON NAIL DIA. / LENGTH PNEUMATIC GUN COMMON vs. GUN APPLICATION NAIL DIA. LENGTH NAIL SPACING F.G. SHWR „ 6 4'-2" s _ 00 00 v N 1%0" - 3%11" (1) (2) (1) (2) - -+ O ~ N 8d 0.131" X 2 1h" 0,131" X 2 lh" SEE PLAN RING SHEATHING 4'-0" 9' O" (2) (3) (2) (2) SHANK ON ROOF ROOF & WALLS r DRYER VEIN U O 00 -It 10d OR 12d 0.148" X 3' 0.131" X 3" SEE PLAN BLOCKING &TOE 10' 0" 16 0 • (3) (4) (3) (4) 0.148" x 31A" 0.131" x 3 -i4" NAILS & TOP PLATE NOTE: BUILDER TO PROVIDE APPLIANCE PROTECTION IF W H I` D THRU ROO MAX LGT 3 ' (n `n _ Q N 0 to ' 12d 0.148" X 3 1/4" 0.131" x 31i" 8' O.0 (COMMON) STUD WALL N GENERAL HEADER NOTES 6„OC GUN NAIL CORNERS BY FORDICIPALITY.ETAILS _ ---' o BEDROOM 2 0 A OMES 10d 0.148 X 3 0,131 X 3 8 O.C.(COMMON) STUD PACK T4 SEQESHEED p � � �" ' ' L/1U N `bo i VAULT CEILING w 6" O.C. GUN NAIL COLUMNS 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE 1st FLOOR SEE PLAN FOR BEARING WALL TYPE AND 16d 0.162" X 31h" 0,131" X 3'A" (2) 16D(COMMON) SEE PLAN NAILS} i HANSON BOX ' @ 36" OX W 6 O FLORIDA CONTRACTORS LICENSE N0. CRC1330146 FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED (3) 16D (GUN � � 2$6$ 3000 GULFBREEZE PARKWAY CORRECTIONS UNO ON PLAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER 21' 3" 7 9 7 6 12'-2" GULFBREEZE, FLORIDA 32563 CONNECTION FOR REQUIRED CONNECTIONS. FOYER 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL DIVISION LOCATION: wF37/s3 5. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS ATTIC ACCESS LOCATE IN FELD VAULT CLG. K26158FA AT 12" o.c. ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER. S TEN ALL HEADERS TO KING STUDS WITH (3) 12d TOENAILS PER SIDE22" ' X 36" MIN6 ® o V Job Information: 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. SEE ENERGY FORM FOR WALL INSULATION I I WF39 3'-7" 8'-7" REQUIREMENTS S 3 0 m w -------- -------- - - - - - ------ I I _ 00 'n - -- -Rp-�- w Z H1. to � N BA, 2 0 3 CAR GARAGE , 306$ VAULT CLG o 8' CEILING _ I w/ T ANS ABV. EGR S 9" 6' 0 R/S cw o 4' 1" 1 10" PER ELEVATION z 00 _, r N N WF42 N MS03 N WF42 S-1 d S 3 ENTRY � is ,n: 266$ U0 o 266$ w � Q N BEAM BM1 \� > � W @ 10'-0" ((0 rl 3: w L 2PLACESTYP. MM' N -----------------------, -------------------------------- ---------� WF38 S3 o J LLJ o _-, - - J v! -----29'-8" ---- --- 6,-4„ 12,8, cI VI Model Name / Number: OP - - - 2000 s12 ; I HOSE S 2 ; ' S12 BEDROOM 3 $'-0" CEILING AREA CALCULATIONS Plan Issue Date: BIBB ( S-2 ; © Wednesday, July 14, 2021 1st FLOOR 2004 S.F. NUMBER: - O EGRESS EGRESS KA PROJECT 21-8333 8' X 7' OVE RHEAD IDOOR TOTAL LIVING (AC) 2004 S.F. FLOOR PLAN N 4" 8' 0"_ Ltv-10" 16' X 7' OVERHEAD DO 16'-O" _ 1'-10" 25 SH 25 SH 5'-6" 1' 8" 5'-6" GARAGE 754 S.F. COVERED ENTRY (BASE) 45 S.F. Sheet: 2 Of: SCALE: 1/4" 10 0" 6' 4" 12' 8" ol COVERED PATIO/LANAI 200 S.F. = 1'-C" 48'-8" ELEVATION "All Aol FLOOR PLAN TOTAL AREA UNDER ROOF 3003 S.F. GENERAL FOUNDATION NOTES (U.N.O.) 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2 4" 2500 PSI CONC, SLAB W/ 6X610/10 W W M, OR FIBERMESH /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.MO. 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 I/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.G. 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 $OIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX, DRY DENSITY AS DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR) THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. MARK SIZE DEPTH REINFORCING GRAVITY CAP. Ibs F1.0 V O" X CONT. 1, O" 2 #5 E.W. ROT. 2000 F2.0 2'-0" X 2'-0" 1'-0" 3 #5 E.W. ROT. 7200 F2.5 2' 6" X 2'-6" 1'-0" 3 45 E.W. BOT. 11000 F3.0 I 3'-0" X 3'-0" 1' 0" 4 #5 E.W. ROT. 15600 F3.5 3'-6" X 3'-6" 1'-0" 4 #5 E.W. BOT. 21500 F4.0 4'-0" X 4'-0" 1'-0" 5 #5 E.W. BOT. 28000 F4.5 4'-6" X 4'-6" 1'4" 5 #5 E.W. BOT. 34500 F5.0 5'-O" X 5'-0" 1'-4" 6 #5 E.W. BOT. 42500 F6.0 6'-0" X 6'-0" 1'-4" 7 7 #5 E.W. BOT. 61500 LEGEND 0 INDICATES SINGLE -STORY FOOTING ® INDICATES TWO-STORY FOOTING INDICATES PAD FOOTING w v" FLUIVIMNu KIZDUK rION PLAN N _ N W C N S S W N ((00 LLO ' w p ov00 G W W 1-1 00 r— s w ICJ L/�'O 9m CA 0 W LL 11 4,! U lfj O Sm=� FA N rA cnva W a a � c °' 2� 11pp w c tiz r 'L LL 'c LL! Cn Y U) 3 O ,.OGLL d W J OHO El 0�"m5 d W "d�= � Q. 2' t -6 ,N Z CO O Y T • �Cy � C ,�' Q >-O Otr-) N a o ('_ 3 w 0 M"'-S N Of WN -2 Oak WO> W � m 0W J J a N C � '" `2 � i N Q CD D_ ci U U) 1— N 2 L z L�� U «09 W E° R'N WWW.FDSENG.COM '^ Z — o 0 z o 0 N Z CV _ L0 Z I` N C4 VI m 1 0 w Lv Ct� ' rm) U �N � 00 U ao Q _ 0 N 00 d' C LO Y Q N O UOA;� ,, I A\DAIMS HOMES s FLORIDA CONTRACTORS LICENSE NO. CRC133O146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE V I Job Information: 1 111100 0 z w z Lo rA m U_ 1-- se o a 0 _ Lu 00 LL J M (n W ♦ Model Name / Number: 2000 ♦ Plan Issue Date: Wednesday, July 14, 2021 ♦ KA PROJECT NUMBER; 21-8333 Sheet: 3 Of; FOUNDATION PLAN (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. 81, REINF. OPTIONAL CURB FOR F.F. VARIES GRADE SEE PLAN MASONRY @ ELEV. O'-0"- W/ (1) - #5 BAR CONT. - x O ` N x 2 STORY: 20" X 20" 04 • • REINF. oN W/ (3) - #5 CONT, 16" (2) #5 SEE PLAN REBAR 16„ (2) # 5 REBAR BEARING FM01 SINGLE STORY FfG 1/2" = 1'-0" FM02 I SECTION @ GARAGE 1/2" = 1'-O" REINF. SEE PLAN F.F. 811 (1) #5 REBAR CONT. FM03 I THICKENED EDGE 11/2"=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. ALIGN DRIVE W/ BOTTOM OF ` RECESS &PITCH DRIVE C14• 2 STORY: 20" X 20" 4" CONC. DRIVE W/ 1/2" EXP W/ (3) #5 CONT. JOINTS 10" O.C. TYP. 16 (2) #5 REBAR FMO9 I SECTION @ GAR. DOOR 1 1/2" =1'-0" SE =1'-o" 1 FM12 I STEP DOWN NON BRIG. SEE PLAN OPTIONAL CURB SLOPED GROUT OR MASONRY AT TO DRAIN 4"x 4"x 16" ELEV. 0'-0" WITH 811 CURB (1) #5 BAR CONT. (G.C. VERIFY) F.F. REINF. • ' _ _ _ _ _ (SEE PLAN) a INSTALL LINING LU MATERIALS PER ui FBC-R P2709.2 - MUDDED FLR. t SLOPED TO DRAIN � F oW 00 z� 16" MIN. 2 #5 CONT. = 1'-0" = 1'-0" 1/2' = 1' SEE PLAN TYP. SEC. 2 #5 CONT. 2 #5 BENT BARS W/ MIN. 25" LAP SPLICE FM14 I SECTION @ RECESS SHOWER 1 1/2" = 1'-0" I FM18 I TYP. STEP FTG. DETAI L 1 1/2" = 1'-O" ALTERNATE: REINF. THE REINF. BARS SHALL BE #5 CONT REINF. GRADE SEE PLAN CONTINUOUS AROUND CORNER SEE FND. FOR BY COLD BENDING THE BAR WITH QUANTITY MIN. BAR LAP OF 25" OD 45 X 25" X 2 a J1w - I, CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. N • (2) #5 REBAR 16" A/C CHASE 4" PVC SLEEVE 2 STORY: 20" X 10" THRU FOOTING W/(3)#5 CONT. FM19 TYP. CORNER BAR DETAIL 11/2" = 1'-0" FM23 TYP. FND PENETRATION 1 1/2" = 1' -0' STEMWALL SCHEDULE STEMWALL FOOTING DIMENSION MAXIMUM F.C. SPACING (O.C.) NUMBER/SIZE OF BARS LAT. 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" 10" 20" 24" W/ (3) #5 BARS 6744 5'-4" >3'-4" - 4'-0" 12" 12" 32" 32" W/ (4) #5 BARS 845# 4'-0" W/ (5) #5 BARS CONT.& >4' 0" 5' 4" 16" 16" 48" 48" #5 @ 18" O.C. TRANSV. 1162# 2' 8" SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL SEE CHART ABV. -MAX. F.C. ° SPACING (O.C.) o QA Qp W.W.M. TO BE TIED TO #5 CONT. REBAR — (1) #5 HORIZ. CONT. TIED TO EA. VERTICAL REINF. BAR #4 TURN BAR @ STEM WALLS GREATER THAN 4'-0' (1) #5 HORIZ. CONT. TIED TO EA. VERTICAL REINF. B FIN GRADE- 8" MIN. TOTOP OF „ s STRIP FfG. s s COMPACTED CLEAN FILL 0,0 s c IN MAX 12" LIFTS STRIP FTG. W/ QTY OF 3"MIN, COVER REINF. PER SCHEDULE (3 SHOWN) rol FMASW I STEM WALL SCHEDULE 0 NOTES: ", .. _ 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND WALL WHEN STEM WALL EXCEEDS 4'-0" FIBERMESH CAN NOT BE USED AND -VERT. F.C. ABV. FDN. #4 TURN BARS ARE REQUIRED @ EACH FILLED CELL LOCATION. EACH BAR TO PER PLAN SPACING TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM SEE NOTE 3. IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO #9 CONSTRUCTION FOR MORE INFORMATION 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK FILLING IS TAKING PLACE *16" 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK @ 16" .C. O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" 16" h * TALL (TYPICAL ALL CORNEF(R) G.C. 6.IF STEMWALL IS WITH IN 5'46' OF POOL OR WATER FEATURE FOUNDATIONS 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. 8. R403.1.4 MINIMUM DEPTH. EXTERIOR FOOTINGS SHALL BE PLACED NOT LESS -SEE NOTE 5 THAN 12 INCHES (305 MM) BELOW THE FINISHED GRADE OF GROUND SURFACE. b WHERE APPLICABLE, THE DEPTH OF FOOTINGS SHALL ALSO CONFORM TO SECTIONS R403,1.4.1 THROUGH R403.1.4.2. 9, EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL NTS c �a (Lo- N 00 lL oc M c E :a Ob J U_ =o �G N_b , OD w,) a c UJyW (4J1 IN Y , _ 3 N W0�O>2 m 0 J Gva a ZN N � m m Q a 7X if o @ p, ?'. s..: M�j O cn n 2 ' 2 e, w w«..-z i. 111 Q U U J fn cmecw 3'y ❑ WWW.FDSENG.COM 0 z cl) — o poo z �,1 Q -_ a — 1-4 r-----� Lf) z 04 N VI m 4--)LL "' 2 0 i1 � � �0 w Vr tC5 J cm N = p N OWL ch � 0 Ly ,n Q ,&*\DAMS HOINES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCI E Job Information: ry O z �Lo Lo w °¢ It m o �.-U 00 N c� o J W ti 00 0 J W V/ vJ LL Model Name / Number: 2000 Plan Issue Date: Wednesday, July 14, 2021 KA PROJECT NUMBER: 21-8333 Sheet: 3l ■ Of: SCHEDULES & DETAILS LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 2,004 x 3 = 6012 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 300 GEN LIGHT'G & RECEPT. + APP. CIR. = 34,562 SUBTRACT 100 % OF FIRST 10,000 10,000 A= 24,562 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000EACH A/C ( AUXILIARY HEAT STRIP) 10,000EACH B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS @ 100% = 10,000 + 40% OF "A" = (.40 x 24,562) = 9,825 + 100% OF "B" = (20,000) = 20,000 TOTAL WATTAGE = 39,825 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 166 ASSUMED EDGE OF WALL m G 2x6 WALL (FLOOR TO CEILING) USE 2 RED HEADS TO ANCHOR WALL FFM-24.11ALTERNATIVE PROTECTION BARRIER N.T.S. ELECTRICAL PLAN SCALE: 1/4" = 1'-0" ELEVATION "A" ELECTRICAL NOTES. UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF GGENERAL) 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 M SMOKE DETECTORCOMBO UNIT $3 THREE-WAY SWITCH FLOOD LIGHT $4 FOUR-WAY SWITCH _ $DM DIMMER SWITCH FLUORESCENT LIGHTING �} CEILING MOUNTED FIXTURE n U n I TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE 0 CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET t� GROUND FAULT INTERRUPT W 2 DOOR BELL CHIMES WP WATER PROOF W/ GROUND FAULT 0 220 VOLT OUTLET O— DOOR BELL ® SPECIAL SERVICES OUTLET D0 DISPOSAL TV� T.V. CABLE OUTLET L� DISCONNECT SWITCH ' TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING J JUNCTION BOX WP WATER PROOF O RECESSED LIGHTING THERMOSTAT BATH FAN O LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT I C INTERCOM SYSTEM ® GARAGE DOOR ® L.E.D. DISC LIGHT PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED SAME AS UNDERGROUND WITH ELECTRICAL CONTRACTOR 200AMP SERVICE METER ) MAIN �// DISCONNECT 200 AMP 200 = 2/0 COPPER OR 410 ALU MN. IN 2" CONDUIT DISCONNECT UNDERGROUND I I u 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. B' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. P1 co r— c W III O 1-00 m S m m o3o5p (,,,, two; Lo 00 Il- ay� 4 �N COI Lo W LL W 0 0�� 0 =--y z 05 W w D_ P. 10 c�LL N w yc oLLmW a- (f) W fY �S 12 C o N C M ✓ N Yi .s_ W L m o a c W z N m y Q m Lt V z O „� = O d 2 u my Q WWW.FDSENG.COM O Z — 0 0 z N 0 � z CN „ J / C —Lf) z r N V)cn m U.1 c U m c ut90 V) cm 1— J CM m CA LU C6 F- L 00 � '• . _ O N Q N on�A �W DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCI E Job Information: 0 z W z C O N Q L0 0) N ti °- o Gi 00 LL J000)U) VI Model Name / Number: 2000 yf—plan Issue Date: Wednesday, July 14, 2021 KA PROJECT NUMBER: 21-8333 Sheet: 4 Of: ELECTRICAL PLAN TOI b 48" OFF RIDGE VENT I LEFT ELEVATION SCALE: 1/4"=1'-0" 48" OFF RIDGE VENT VENTILATION CALCULATION Formula = SF 0 2* 144 = net so inches of venting needed eauall for 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) 3003 s.f. Total needed for exhaust for upper 1/3 721 netsq inches Total needed for intake (soffit area, lower) 721 net sq inches Number of Off Ridge Vents for upper 1/3 needed 5 L.F. of Ridge Vent needed (can be used in combo with ORV) 40 ,Lineal Feet of Soffit needed to meet required 132 Lineal Feet of Soffit provided by plan 1 232 TOP OF BLOCK TOP OF WINDOW O LITE TEXTURED DECORATIVE CEMENTITIOUS COATING 0p C0 TH RAISED co CEMENTITIOUS BANDS w/ 2'-0" RETURNS - FlN.FLR. 25SH 25SH - - - - — --------------_- ---_--- - - — FIN. FLR. --- UVtKHtHU UK. w/ 2'-0" RETURNS Dlt--%UT CI C\/ATInkl FRONT ELEVATION "All - SCALE: 1/4"=1'-O" NTRY - 4ING CV 0 N d-; 9, N C N J 4a. SJ L m r W 11 00 ti av W C t- 00 m z Is v LO 00 I- �g3am� E�&� C�I■S �rn � � 1-71 �.�-'a pOsIn IJ N��O c p� — N p� .;3 Z W 45 8� W �NpG W d W N C t w U o O Z`L L c0 C, b i O �yom Wortiw O O 'Sw WgrNW W(n ru J _I d LL 16 oU -I V O �ma't w U J W O 3 c+ El El ❑ r w w WWW.FDSENGAOM z o z o 0 z Q k J � d U) ♦-'I z M W4-0 LL W � �+ 5 _ W V) c ZD c co J m t 0 R i '. a 00 wss 2 p r U00 4 o ., a CM0WO �\PAMS HOMES I FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 rJ00 DIVISION LOCATION: PORT ST. LUCIE Information: O z Nay w / d 0 J W Z) o Model Name / Number: 2000 Plan Issue Date: Wednesday, July 14, 2021 KA PROJECT NUMBER: 21-8333 Sheet: 5 Of: ELEVATIONS - A 20'-0" MAX 20'-0" MAX TB03 FOR WIND SPEEDS \ < 155/C MPH G.C. TO PROVIDE BLOCKING TO COMPLY W/ APA RECOMENDATIONS FOR SPAN RATING OF SHEATHING SEE "HIP/RIDGE BLOCKING" DETAIL FOR WIND SPEEDS < 1SS/C MPH ** ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING THICKNESS IS 15/32".) IF 16/32" IS USED. THEN THE ALTERNATE BLOCKING EQ. 0 4 9 O d' w EQ. BOTTOM CHORD GABLE END BRACING O OP CHORD 2X4 02 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 ___ MAYBE ___ PLACE _ w.-w .� c•v��uw� ^U011% wT I Ew QT OnOL rLE TUG CO1A/ 2) "T" BRACING MAY BE USED IN PLACE O PEKIVIAMMI91 DKACANix l'KVYIVGV 11 cA Ictwv wwvn nI TB05 I REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTS RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALL OWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT <_ 25 ft WIND SPEED (ULTIMATE) 160.0 MPH WIND SPEED (ALLOWABLE) 123.9 MPH EXPOSURE CATEGORY B EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA tt) VALUE DENOTES PRESSURE [4:121-[12:121 (SQ FEET) (-) VALUE DENOTES SUCTION e=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r ,,a 0 v a HIP -37.02 -51.06 -51.06 -51,06 �� 19 10 C6 GABLE -37.00 -37.00 1 -58.99 -58.99 -58,99 -76.03 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE)' ZONE 1: ASTM F1667 RSRS-03 (10d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r. ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 INFIELD ZONE 3, 3e, 3r. ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: l32' EXP. 1 ('20) TILE: 1232" EXP. 1 ('20) NOTE: 1 PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 38" x 0.113") NAILS O O 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1532", SHEATHING SHALL BE FASTENED I a 0 a WITH ASTM F1667 RSRS-03 1 Od (2'/" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3° x .120") NAILS it oft 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 14:12j-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS WI BLOCKING PER NAILING SCHEDULE, WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN UA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL. t� NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL. © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w18d COMMON NAIL. O NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. t� STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. W/ 8d COMMON NAIL, O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. G� (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL MEMBER IF GABLE END. I II 15132" OSB I I I D EXPOSURE 1 I II SHEATHING I II I 11 I II I II E E: 8d NAILS FOR WALL SHEATHING MUST BE MIN.131" X2112". OT OVERDRIVE NAILS; FASTENERS SHALL NOT PENETRATE FACE MORE THAN la" OPENING (2} 2x TOP PLATE BEYOND 15/32" OSB EXPOSURE I SHEATHING SOLID 2x BLOCKING ­_ I I I I @ALL SHEATHING w W I I EDGES 6 II �1III II I II / II I I (SEE SECTION X-X) p F p z O I II I I II III I II II IIII 1 IIIIIIII —TII "II __-- I TII —�II II II II II II IIII II II .w�2x STUDS BEYOND W 73 SEE PLAN J iL wrO�^run1 O� PROVIDE BLOCKING I 11 II I IIII I I 11 IIII I I II I I N Q r AS REQUIRED PER I II I I I IIII I I I IIII I I II I I O H t~i1 0~ I I I I IIII I I I IIII I I N I _j ~ F 03 SECTION X-X IF NOT _ ____s —___ ____ _ IIII 1 I I I I I I f II I I I I 0— co w g 0 —-------------- — FULL HEIGHT SHEET —— — — IIII I I I I (I1 1 I I I I I I = 2 0 © FLOOR SYSTEM IIII I I II 1 I11 II II II vcn --- 2x RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM VERTICAL HORIZONTAL WALL ELEVATION DIAGRAM N/ SPACIN 3/4" 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL .EDGE SPACIN 2x4 P.T_ BASE PLATE BEYOND SEE PLAN AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7/16" FLITCH PLATE TO W/ (2)12d TOENAILS EA. END, NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS (2) Sd NAILS @ Y O.C. STAGGERED VERTICAL BLOCKING SECTION X-X TB13 I WALL AND ROOF SHEATHING INSTALLAI ION AND NAILING SCHEDULES N.T.S CONNECTOR SCHEDULE FOR: ADAMS HOMES - 2000 Elev A 3CF 10x20 Lanai TRUSS ID BEARING POINT TRUSS ACTUAL CONNECTOR ID CONNECTOR UPLIFT FASTENERS NOTES UPLIFT DESIGN RATING AO1S L/ R - 921 # or less (2)HETA16 / PER TRUSS MFR 1810# (9) 10d x 1-1/2" A02S - A06S, C1 - C5, CIE, C1V - CSV, E2A, E5, L/ R - 1194 #or less HETA16 / PER TRUSS MFR 1810# (9) 10d x 1-1/2' E7' E7V, G01S - GOSS, H5, H7 H7V (8) 8d TOP PLATE C1C, C1P - C5P, E7P, H2, H7P L/ R - 459 # or less H10A / PER TRUSS MFR 1040# 9 10d X 1 1/2' TRUSS ` (9) 10d x 1-1/2" A07 - A15, B01 - B04,D01, D02 ' L / R 1396 #or l ess HETA16 / HETA16 1810# / 1810# 9 10d x 1-1/2" (10) 10d x 1-1/2' A16 L/ R 2125 # or less (2)HETA16 /'(2)HETA16 2365#/ 2365# 10 10d x 1-1/2' (22) 10d `w/(1) 5/8":ATR w/12"'EMBED D03A L/ R' 5389 # or less MGT/ (2)FGTR 3965#/ 9450# (36) 1/4" x3" SDS & SIMPSON SETT EPDXY @ SCREWS MGT & (2) 1/2' x 5" TITEN HD BOLTS @ EA..FGTR (18) 10d x 1-1/2" KO1, K02, L02 L/ R - 510 # or less H10A/ H10A 1040#/ 1040# 18 10d x 1-112" (36) 10d x 1-1/2" L01 L/R- 1934#or less (2)H10A/(2)H10A Z080#/2080# 36 10d x 1-1/2" - CIS CSS, V01 VOS L/ R - 137# or less PER TRUSS MFR TRUSS MANUFACTURER: PROBUILD DATE OF LAYOUT: DATE OF TRUSS CUT SHEETS: 6/28/21 L = LEFT, R = RIGHT & M = MIDDLE BEARINGS. BEARING LOCATIONS ARE REFERENCED TO TRUSS MANUFACTURER'S TRUSS DRAWINGS. ALL CONNECTORS ARE SIMPSON PRODUCTS TRUSS LAYOUT "AI' SCALE: 1/4"=1'-0" ROOF CRITERIA -16" OVERHANG @ EAVES U.N.O. -12" OVERHANG @ GABLES U.N.O. -SQUARE CUT FASCIA -ROOF PITCH PER ELEVATION -SHINGLE LOADING SIMPSON - CONNECTOR SCHEDULE USP - CONNECTOR SCHEDULE MARK TYPE CONNECTOR & FASTENERS SYP CONNECTOR & FASTENERS SPF SYP FRAME TO HETA16 w/ (9)10d x 1 1 R" OR HTA16 wl (10)10d x 1 1 /2" OR O MASONRY HETA20 wl 9 1Od x 1 1/2" O 1810 HTA20 w/ (10)10d x 1 1/2" 1585 1870 O FRAME TO H2.5A w/ (10)8d NAILS F93FO 565 RT7Aw/(10)8dNAILS 515 585 FRAME O FRAME TO H10Aw/(18)10d x 1 1/2" 1040 RT16A wl(17)10d x 1 1,7 895 1020 FRAME H10A-2 wl(18)10d x 1 1/2" AT 2 PLYTRUSSES 1080 RT16-2 w/(16)10d x 1 112" AT 2 PLYTRUSSES 935 1060 O FRAME TO MTS12 w/(14)10d x 1 l/2" (AT EXTERIOR 860 MTW12 wl(14)1Od x 1 1/2" (AT EXTERIOR FRAME LOCATION INCLUDE (3) 12d TOENAILS) 990 LOCATION INCLUDE (3) 12d TOENAILS) 1005 1195 OFRAME TO MGT w/(22)1 Od NAILS AND 5/8" A.T.R. w/ 12" 333D MUGT15 w/(28)10d NAILS AND 5/8"A.T.R. w/ MASONRY EMBEDMENT W/ SIMPSON "SET" EPDXY 3985 12" EMBEDMENT wl SIMPSON "SET" EPDXY 3330 4495 FRAME TO HTS20 wl(24)1 Od x 1 1/2" (AT EXTERIOR HTW20w/(24)10d x 1 112" (AT EXTERIOR O FRAME LOCATION INCLUDE (3)12d TOENAILS 1125 1310 LOCATION INCLUDE (3)12d TOENAILS 1285 1530 Ft FRAME TO (2) HTS20 w/(48)1 Od x 1 1/2" (AT EXTERIOR 2250 2620 (2) HTW20 wl(48)10d x 1 112" (AT EXTERIOR 2570 3080 FRAME LOCATION INCLUDE (6)12d TOENAILS LOCATION INCLUDE (6)12d TOENAILS (EA) FRAME TO HGT-2 w/ (16)10d NAILS AND (2) 5/8" A.T.R. HUGT2 w/(16)10d NAILS AND (2) 5/8" A.T.N. O w/ 12" EMBEDMENT wl SIMPSON "SET" 10690 w/ 12" EMBEDMENT w/ SIMPSON "SET' 7020 9790 MASONRY EPDXY (HGT-3 FOR 3-PLY) EPDXY (HUGT3 FOR 3-PLY) TO FGTR w/ (18) 1/4" x3" SDS WOOD SCREWS RFUSw/ (12) WS3 WOOD SCREWS AND OFRAME MASONRY AND (2)1/2" x5" TITEN HD ANCHOR BOLTS 3400 4725 (4) 3/4"x 6" WEDGE -BOLT 7100 (1) LGT2 w/ (16) 16d SINKERS J7 FRAME TO & (7) 1/4" x 2-1/4" TITEN 2 1750 2030 MASONRY SEE NOTE #6 BELOW FRAME TO (2) LGT2 w/ (32) 16d SINKERS & (14) 1/4"x 2 1/4" TITEN PLY TRUSS) 3500-M 4060-M (2) LUGT2 wl (32)16d SINKERS & (10) 3100-M 3100-M J2 MASONRY/ FRAME (2 OR (28)16d SINKERS FOR FRAME (EA) 3240-F 3770-F 1/4" x3" WEDGE -BOLT (2 PLY TRUSS) OR (32)16d SINKERS FOR FRAME (EA) 3800-F 452D-F J3 FRAME TO MASONRY / (2) LGT3 w/ (24) 1/4"x 3" SDS SCREWS & (8) 3/8" x 5" TITEN (2 PLY TRUSS) 4730-M 6570-M (2) LUGT3 wl (24) 114" x 2 1 /2" WS25 SCREWS 8 (4) 3/8" x 5" WB (2 PLY TRUSS) 6480-M 7050-M FRAME OR (52) 16d SINKERS FOR FRAME (EA) 5010-F 6980-F OR (56) 16d SINKERS FOR FRAME (EA) s480-F 7710-F O BEAM TO HU410 OPT HUC410 w/ (18)16d & (10)1Old G92680 HD410 OPT HD41 OIF w/ (20) 16d & (10)10d G43080 BEAM NAILS U# 1895 NAI LS U#1950 TO HU410OPT HUC410 w/ (19) TITEN G#4500 HD410 OPT HD4101F w/ (20) 14' x 3" G43355 ©BEAM MASONRY 1/4" x2 3/4" & (10)10d NAILS U#1800 WEDGE -BOLT & (10) 1 Od NAILS U#850 BEAM TO HU46 OPT HUC46w/ (6) 10d NAILS & G#1540 G43600 HD46 OPT HU46 wl (6) 10d NAILS & G#1825 G#2015 L2 MASONRY/ (12) 1/4" x 2 3/4" TITEN (TO MAS.) U4980 U91135 0 2) 1/4" x 2 3/4" TAPCONS (TO MAS.) U#1030 U#850 FRAME OR (12) 16d & (0) 10d (FOR FRAME) SYP-F SYP-M OR (12) 16d & (6) 1 Od (FOR FRAME) SYP-F SYP-M FRAME TO (2) HETAl6 OPT (2) HETA20 2365 2365 (2) HTA18 OPT (2) HTA20 O MASONRY 1-PLY w/ (10)10d x 1 1/2" OR 2365 2365 1-PLY w/ (10) 10d x 1 1/2" OR 2430 2430 2-PLY w/ (12) 16d 2-PLY wl (12) 16d HTSM16 wl (8)1Od NAILS AND (4) 1/4"x21/4" 955 1110 HTWM16 w/ (8)1 Od NAILS AND (4) 1/4N1 3/4" 1145 1225 TO TAPCONS WEDGE -BOLT OFRAME N MASONRY OR IL HTSM20 w/ (10)1Od NAILS AND (4) 1/4"x2 1/4" 955 1110 HTWM20 w/ (10)10d NAILS AND (4) 1/4"x1 3/4" TAPCONS WEDGE -BOLT 1145 1225 TO H 10S w/ (8) Bd x 1 1/2" NAI LS AND (2) 318"x4" POFRAME MASONRY TITAN HD 780 910 FRAME TO DTT2Z wl (8)1/4" A 1/2" SDS WOOD DTB-TZ w/ (8)1 /4" xt 112" WS15 WOOD OMASONRY SCREWS AND (1) 1/2"8 A.T.R. EPDXIED w/ 1835 2145 SCREWS AND (1) 1/2" 6 A.T.R. EPDXIED w/ 1510 1836 SIMPSON "SET" (SEE NOTE 94) SIMPSON "SET" (SEE NOTE 44) HTT5wl (26) 16d x2 1/2" NAILS AND (1) 5/8" 0 HTT45wl (26)16d x2112" NAILS AND (1) ® FRAME TO A.T.R. EPDXIED w/ SIMPSON "SET" 4375 5090 5/8" 6 A.T.R. EPDXIED wl SIMPSON "SET" - 5006 MASONRY (SEE NOTE #4 BELOW) (SEE NOTE 04 BELOW) HTT4 wl (18) 16d x2 1/2" NAILS AND (1) 5/8" 0 HTT45 w/ (18)16d x2 1/2" NAILS AND (1) OMASONRY FRAME TO A.T.R. EPDXIED w/ SIMPSON "SET" 3640 4235 5/8"$ A.T.R. EPDXIEDw/ SIMPSON "SET" - 4160 (SEE NOTE #4 BELOW) (SEE NOTE #4 BELOW) O FRAME TO H10S w/ (24) 1 Od x1 112" NAILS 785 910 LUGTI w/ (23) Bd xl IT" NAILS 875 1045 FRAME TO HM9KT wl (4) 1 /4"xl 1/2" SDS WOOD RT16M w/ (9) 1 Od x 1 1/2" NAILS & OFRAME MASONRY SCREWS & (5) IAN2 1/4" TAPCONS 760 760 (4)1/4" x 1 3/4" TAPCONS 1395 1395 TO VGT w/ (16) 114"xW SDS WOOD SCREWS & "SET" OFRAME MASONRY (1) 5/8"8 A.T.R. EPDXIED wl SIMPSON 3555 4940 W/ 12" MIN. EMBEDMENT TO (2) VGT wl (32)1/4"x3" SD5 WOOD SCREWS OFRAME MASONRY & (2) 5/8" 2 A.T.H. EPDXIED w/ SIMPSON 5170 7185 "SET" w/ 12" MIN. EMBEDMENT TO VGT w/ (16) 1/4"0" SDS WOOD SCREWS & MUGT15 wl (22) 10d NAILS & HTT45 w/ (18) OFRAME FRAME HDU4SDS2.5 wl (10) 1/4"x2 1/2" SDS WOOD 3285 4565 10d NAILS & (1) SB"6 A.T.R. - 4160 SCREWS & (1) WW 6 A.T.R. FRAME TO (2) HTT5 wl (52) 16dN21/2" NAILS & (2) HTT45 w/ (52) 16d"x2 U2" NAILS O FRAME (1) 5/8"E A.T.R. (SEE NOTE #4) 4375 5090 & (1) 5/8" 8 A.T.R. (SEE NOTE 04) - SOOS 1. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALLS / BEAMS w/ (2) 12d TOENAILS. 2. ALL TRUSS TO TRUSS CONNECTIONS ARE PROVIDED BYTRUSS MANUFACTURER, U.N.O ON PLAN. 3. G.C. MAY USE EITHER SIMPSON OR USP CONNECTIONS, SEE FRAMING PLAN FOR CONNECTOR CALL OUT. 4. FOR SINGLE PLYTRUSSES, SCAB ON FULL HEIGHT SYP #I 2"x4" TO TRUSS VERTICAL WEB wl (2) ROWS OF 10d NAILS @ 3" D.C. STAGGERED, 5. 12" MIN. A.T,R. EMBEDMENT @ CMU BOND BEAM U.N.O. 6. SCAB TRUSS CHORD w/4'-0" 2x SYP#2 (MATCH CHORD LUMBER SIZE) wl (2) ROWS 10d @ 4" FROM END & 4" O.C. STAGGERED; CENTERAT CONNECTOR LOCATION AS MUCH AS POSSIBLE. AO MINIMAL CONNECTOR UNO ON FRAMING PLAN 1. CONNECTION FOR ALL ROOF I FLOOR TRUSSES TO MASONRY WALLS! LINTELS/ ICF WALLS LINO ON PLAN 2. CONNECTION AT 24" OR 32" O.C. PENDING VERTICALS FOR ALL FLOOR TRUSSES PARALLEL TO MASONRY WALLS SEE DETAIL FB12/S3.1 FOR MORE INFORMATION 3. CONNECTION FOR ALL HIP JACK (CORNER JACK) TO MASONRY WALLS/ICF WALLS/LINTELS 4. CONNECTION FOR ALL CONTINUOUS RIM BOARD TO TOP OF MASONRY AT 32" O.0 MAX. w/ (2)AT EACH CORNER. G.C. TO VERIFY LOCATION DOES NOT CONFLICT w/TJI (IF APPLICABLE)LAYOUT 5. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALLIBEAMS w/ (2)12d TONAILS BO MINIMAL CONNECTOR UNO ON FRAMING PLAN 1. CONNECTION FOR JACK TRUSS TO WOOD WALL OR BEAM CO MINIMAL CONNECTOR UNO ON FRAMING PLAN 1. CONNECTION FOR ALL TRUSSES TO INTERIOR/EXTERIOR BEARING WOOD WALLS AND/OR BEAMS ROOF FRAMING NOTES 1. SHINGLE OR METAL ROOFING SYSTEM (SEE ARCH.) SHEATHING - SEE [RSH) SCHEDULE THIS SHT. FOR SHT'G & FASTENERS ON PRE- ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. OR CONVENTIONAL FRAME ROOF.(SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPEAND OTHER INFORMATION. 2.THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2x4 #2 SYP WITH (3) 10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH 8d NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 - - - NOTE TO FRAMER - - - IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FDS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 REFER TO ROOF PLAN & ELEV'S. FOR O.H. DIST —METAL DRIP EDGE C.M.U. OR ICF WALL 2 x SUB -FASCIA SEE TYP. WALL —ALUM FASCIA SECTION 2x2 #2 P.T. MIN. FASTENED 2x BLOCKING NAILED 0TO 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 1. G.C. TO VERIFY SOFFIT MATERIAL SPAN CAPACITIES BIASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENT AND CLADDING LISTED IN THE DESIGN CRITERIA ON COVER PAGE. 2. 2x2 #2 MIN. P.T. W/ 1-CHANNEL SECURED AT 24" O.Q. FASTEN TO CMU W/ 3/16"x3" TITEN 2 AT 16" O.C. (IF WOOD WALL, FASTEN W/ 0.14811x3l-Al' AT 16"O,C.) 3. (F) CHANNEL APPLICATION: 2x2 NOT REQUIRED SEE (FAA) INSTALLATION GUIDE (*) REFER TO THE PRODUCT APPROVAL FOR INSTALLAIOiN DETAILS (**) ALUMINUM SOFFITS > 1'-4" BLOCKING REQUIRED. (***) VINYL SOFFITS > 1'-0" SHALL HAVE FOR SOFFITS < 1'A" MID BLOCKING NOT REQUIRECn MID BLOCKING PER R704.2.1 TYPICAL SOFFIT SUPPORT DETAIL 3/4" = 1'-0" t� 0 d. co 0) Q .9dtp_ a aN - ct -@ IA e /�y (A (0 IT O N (D to L_ N ij o 0. � w a a w 1- a' -I W r� (0 I` 00 to 00 r-- a gi' IIo brn hci u`{i 00 uJ. LL ti ci m ='d, )Q Z° fll '� N t" LLI W n- 4c=�, "i c 'p UJ 5 0 w c dw L I 13 LI: N �o�0 0- W ss 56-p 0 22a�0 �s�� < M.=Qa Z Y 3 I- 3 Son N rn III UI W O> a' _� 00 s` 0_ C) J m N 3` a oae3 LLL� Iyli '" my co Ie-C Q d N o @ c� O J F- L7 Ix O a n 15 °1 L U ? fv1J I-°-� (2'E+ WWW.FDSENG.COM El ❑ ❑ z — o CD Z N 10 z a I i) J V f L7 C- z ~ Ln VI M 17 cn LU c 0 (D w � (rt7n V) C H J M U ENE Fw- t 00 V 00 () = r= Q) 0 Q N O UOA.- DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCI E Job Information: O W 0¢0) N LLO O 0 Q) U z ~_1W� i a e 0 IM (! o oo O J_ Model Name / Number: ✓FT1111f� I Plan Issue Date: Wednesday, July 14, 2021 KA PROJECT NUMBER: 21-8333 Sheet: 6 Of: TRUSS LAYOUT STANDARD LINTELS LINTEL MARK LENGTH SAFE GRAVITY LOAD (# PLF) APPLIED GRAVITY LOAD (# PLF) SAFE UPLIFT LOAD.: (# PLF) APPLIED UPLIFT LOAD (# PLF) , BEAM COMPOSITE 1 17'-411 950 132 405 83 8F16 - 16 / 1T (min) 2 31-611 6113 752 3524 465 8F16 - 113 j 1T 3 4'-411 5206 168 2362 97 8RF14 - 113 / 1T 4 41-611 6113 752 2707 465 ' 8F16 - 113 / 1T 5 7'-611 2661 168 1624 98 81`16 - 113 j 1T 6 91-4" 18437 132 1136 83 8F16 - 1B / 1T (min) TYP. TIE BEAM W/3000 P.S.I. CONC. W/1 #5 REBAR CONT. /_SIMPSON SP4 W/(6) - 10d X 1 1/2 / SP6 DR SP8 FOR 2x6 AND 2x8 WALLS DOUBLE 2x TOP PLATE STANDARD HOOKS SEE MS05 FOR MORE INFO TYP. FILLED CELL W/3000 P.S.I. CONC. W/1 #5 REBAR VERT. INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL 8" C.M.U. 2"x #2 SYP/SPF P.T. W/ (3) 1/2" X 8" "J" BOLTS OR (3) 1/2" X 6" EXPANSION ANCHORS OR (6) 3" X 1/4" TAPCONS OR (8) 2 7/8" HILTI TIX-DNI NAILS 2x BASE PLATE SEE PLAN FOR MORE INFO I MS031 r r,,,r.,�,�.r,�r.u,.,,,".,., "",.�_ .. I N_T.S_ AAA CAN I nAAIAICfnTIANI Ill 20 #5 REINF. BAR 30®ORCING 1> BAR #'3 & #4 LAP 4Py I EICE _.. I 25" MIN. LAP REINFORCING BAR 25 STDJL.-L9�0-°1 HOOK #5 I AP Sp SCALE 1"=1'-0" 36" MIN. LAP #6 REINFORCING BAR * GRADE AO U.N.O. #6 LOP SPLICE I MS05 I REBAR SPLICE DETAIL - GRADE 40 ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2 x 4 1/4" X 24/4" 12" O.C. 1 2 x 6 1/4" X 2-M" 12" O.C. 2 2 x 8 1/4" X 2-1/4" 12" O.C. T771 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. 'PRECAST s 01 . LINTEL W 1 (2) 2X P.T. BUCKS W1 1/2" O.S.B. BETWEEN IT�FASTEN PT 2X NAILER TO MASONRY IF DOUBLE 2X NAILER IS USED, USE 1/4 "X 4 1/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED MS11 I 2x BUCK DETAIL RM851 12" LINTEL DETAIL LINTEL BEAM: ► i COURSE LINTEL BLOCK W/ 1 # 5 BAR & 3000 PSI GROUT, MIN. 25" LAP (ACI 530) FORM & GROUT SOLID Q W NON-SHEARWALL SEGMENT LA PICAL SHEARWALL SEGMENT L SHEARWALL SEGMENTS NSIST OF A FILLED LL EACH END WITHOUT OPENING BETWEEN. LED CELL: L Ell CELLS WITH 3000 P.S.I. OUT ONE #5 @ LOCATIONS OWN ON THE FOUNDATION CONC. SLAB SEE AN AND FLOOR PLAN. FOUNDATION PLAN N. LAP 25" (ACI 530) FOR MORE INFO F SLAB ;i � r I N.T.S. FMS�021 TYPICAL SHEAR WALL SECTION 3/4" = 1'-0' 1 4 N.T.S. LINTEL PLAN SCALE¢ 1/4"=1'-0" ELEVATION "All AND 11CR" 4) GENERAL NOTES 1. AREAS OF BLOCK ABV. MASONRY OPENINGS Al TO BE GROUTED SOLID TO TIE BEAM. 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THROUGH OUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END ALL RECESSED LINTELS TO HAVE MIN. 8" BEARING EA. END 4. * LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT FOR FOR APPROVAL. 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. GENERAL CONCRETE LINTEL APPROVED LINTELS: CASTE-CRETE, QUALITY PRECAST, LOTTS, PRO-CRETE F = FILLED WITH GROUT / U - UNFILLED -its REBAR AT TOP / MIN_ (1) REQ'D R - RECESSED QTY.OF#5_ f-1-1 2" CL R REBAR @ BOTTOM OF LINTEL CAVITY � w TOP KNOCK OUT _ LINTEL BLOCK COURSE SF16-113/1T o Z 1 ti GROUT OMINAL L-QUANTIYOF WIDTH #5 REBAR AT #g REBAR AT TOP ..,0 BOTTOM OF LINTEL CAVITY NOMINAL o HEIGHT —BOTTOM REINFORCING 75 8"ACTUAL (VARIES) PROVIDED IN LINTEL TYPE D RI GN_ C ATION 8" NOMINAL WIDTH �QNCRETR lWaLwAI S (;FNFRAI INGTAI I ATI(uil N(]TFG 1, f'c precast Iimeis= 3500 psi. 1. Provide full mortar head and bed joints. 2. f'c prestressed lintels = 6000 ps.. 2. Shore filled lintels as required. 3. grouted per ASTM C416 rg = 3000 psi w/ 3. Instailetlon of lintel most comply with the architectural and/or structural drawings. 4. maximum 3/8" aggregate and 8" to 11" slump. 4_ U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate 5. Concrete masonry units (EMU) per ASTM C90 w/ vertical cell reinforcing and grouting. ,,in net area compressive strength= 2000 psi. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and 6. Reber per ASTM A615 Grade 60. longer with a nominal heof 8" meet or exceed L/180. i)t�t Prestressing strand per ASTM A416 grade 6. Bottom field added racer to be located at the bottom of the IIntel cavity. 7. 270 low relaxation. 7.. 7/32" dlamater wire stirrups are welded to the bottom steel for mechanical anchorage. 7/32 wire per ASTM A510. 8. Cast -in -place Concrete may be provided in composite Ilntel in lieu of concrete 8. Mortar per ASTM C270 type M or S. masonry units. . 9Safe load reMngs based on rational design analysis per ACI 318 and ACI 530 16. Florida Product Approval No. 158A 11. The exterior surface of lintels Installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM 0-926 or other approved costing. 12. Lintels loaded simultaneously with ventral (gravity and uplift) and horizontal (lateral) loads should be checked for combine load:'ng with the following equal Applied vertical load + Applied horizontal bad 1.0 < Safe vertical load Safe horizontal load O' O O O s O O O O $RF6 0B/1T 8F8-0B/1T © Yp. ,O_ O O O O 8RF341B/1T 8F16-18/1T ''0: O O © O 8F20-1B/1T O O O O LKJ .O". 8RF22-113/1T 8F2416/1T O O 81`28 1B/1T 0 O O 8F32 1B/iT PRECAST "U" LINTEL w/ 3000PSI CONIC. GROUT SHALL BE FLUSH AT OPENINGS SEE GENERAL CONCRETE WITH TOP OF WALL LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT HURRICANE G n n 10" /—STD.90 HOOK ANCHORS I FI 11 unnu (I YP.) Z w cmv Li Q STD, 90 DEGREE REBAR ON BOTH SIDES ANGLE 3000 111 01 OF OPENING U,N,O. CONIC. W/1 #5 DIA. REBAR PROVIDE KNOCK -OUT BLOCK FOR FIRST COMPLETE CMU COURSE _ BELOW SILL & FILL SOLID W/ (1) #S BAR FOR ALL WINDOW OPENINGS 6'-6" AND LARGE 8"s8"x16" CMU U.N.O. 3 SEE Fa NDATION PLAN SEE FOUNDATION FOR LO PLAN CATIONS MS01 I BLOCK WALL REINFORCEMENT N.T.S. rYP. BOND BEAM 3'. x 8" x 16" K.O. ANTEL BLOCK ILL W/3000 P.S.I. .ONC, W/1 #5 DIA DEBAR NDICATES FILLED ;ELL FROM FTG. TO SEAM WITH 1 #5 3AR MIN. rYP. DOWEL 25" MIN. LAP (ACI 530) N ve O m N C�O 0 0 +n't aoy ei 00 r__ uj nv 39I 60 ti 00 m Y a pW U7 CO O3O7!3 : -k "r lTf d1 LL LL U_ "-1 N LO Z LU 3o �LL dW 0LLrr�b d W ? c U T . le N O o o J LLI y.�N N� m m 4 O x w Q d F- y'Ecc, a $L Z Q U m n mrr U J Cr) WWW.FDSEN6.COM ❑ ❑ ❑ O Z c*J O O z O O N C Z qNQ Q Q a U) m W —cn LLL � w w VI ZD �c7 (b U H ' 00 N DE U N _ c 00 p Q N o W Q! GAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦ I Job Information: O C O >41 L Q � v U I— W ® ® J WZD �o J r e Mr V/1 J (n Model Name / Number: 2000 Plan Issue Date: Wednesday, July 14, 2021 KA PROJECT NUMBER: 21-8333 Sheet: S = I Of; LINTEL PLAN 12 SEE PLAN PRE-ENG. WOOD TRUSSES @ 24" O.C. r i t i t r 5/8" OR 1/2" DRYWALL — HIGH STRENGTH CLG BOARD CONNECT ALL 2x STUDS TO TOP PLATE WITH (4) 16d TOENAILS 1/2" DRYWALL OPTION: MAXIMUM OF (3) - 2X PLATES MAY BE ADDED BELOW THE HEADER W/ EACH PLY ATTACHED W/ (2) ROWS OF 16d NAILS AT 8" O.C. VINYL FRAMED WINDOW W/ SCREEN (G.C. TO VERIFY W/ FLOOR PLAN LOCATION OF OPENINGS IN EXTERIOR WOOD WALLS. IF NO OPENINGS ARE INDICATED, FULL STUDS ARE REQUIRED). NOTE: 44" MAX. SILL HGT. ON ALL BEDROOM WINDOWS. 1/2" DRYWALL R-13 INSULATION AT EXTERIOR WOOD FRAME WALL PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION WOOD BASE SEE FOUNDATION PLAN FOR SLAB INFORMATION �L rr f + y - s 1 CLEAN COMPACTED x FILL I • • , 2x6 #2 SYP P.T. 0 W/ (2) Y2rx5" WEDGE ANCHOR 0 OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT W/ WASHER. MIN. 6 PER TRACK TO JAMB. (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" o "J" BOLTS WASHERS SET IN o FILLED CELL W/ #5 TYP. FILLED CELL VERTICAL MIN. 5 PER JAMB. a SECTIONAL O OVERHEAD DOOR CONT. P.T. #2 a .. :.; WOOD SYP 2" X 6" 111 TRIM o Qo 2"x6" P.T. WOOD JAMB --"''� `f DOOR AND CONNECTION PER ° GARAGE DOOR MANUFACTURER GARAGE SLAB TYP, GARAGE DOOR TRACK MOUNTING DETAIL o °Q MS12 I OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. N 0 U) 1-1 00 c e W n W :fl 1`- 00 LO w I- �38tD N .7 J .J J or LL Li.. LL O �O C p m N 1 kM' ate+ P_ Z W d d BLOWN -IN R-30 INSULATION PER FBC Q ° ° v 0 i p in e? r� c LL .� W (n Y AND ENERGY FORM SUBMITTED WITH o `� & a a z Y PERMIT APPLICATION PROVIDE BAFFLES o o ti d O ~o w o W CD BLOWN -IN R 30 INSULATION PER 12 AT EAVES (FOR VENTED ATTICS) �y _ a� �y3a�i� '"�� z� MQ m Q FBC AND ENERGY FORM SUBMITTED FIBERGLASS SHINGLES OR 4 WITH PERMIT APPLICATION � SEE PLAN � TILE ROOF (PER ELEVATION) o @ � � � � `' � i" � 61, °' � PROVIDE BAFFLES AT EAVES ��� OVER APPROVED UNDERLAYMENT = g „� z Q = o (FOR VENTED ATTICS) PRE ENGINEERED WOOD PER FBCR 905.1.1,1 OVER APA a: vi-d t m. c: ......._....... _ U J cn ROOF SHEATHING - SEE SCHEDULE- Y WWW.FDSENG.001M ❑ ❑ ❑ FIBERGLASS SHINGLES OR TRUSSES @ 24" O.C. [RSH] - ON FRAMING SHT. FOR TILE ROOF (PER ELEVATION) ; OVER APPOVED UNDERLAYMENT r SHTG &FASTENERS. PER FBCR 905.1.1.1 OVER APA r� C9 ROOF SHEATHING SEE SCHEDULE- TRUSS ANCHOR (SEE PLAN) 0 r x — O [RSH] - ON FRAMING SHT. FOR _ "� " _ _ _ SEE PLAN FOR Z 0 SHT'G &FASTENERS. 5/8" OR 1/2" DRYWALL ' • BRG. HT. - Q HIGH STRENGTH CLG BOARD TRUSS ANCHOR (SEE PLAN) • U. ETAL DRIP EDGE CO LO TO BE INSTALLED ON OUTSIDE FELT PAPER OR z 04 FACE TRUSS PLATE . • 2X SUBFASCIA y M3/4" P.T. NAILER ••�SOFFIT. SEE ARCH. 2 PLANS�3 Q +' (METAL DRIP EDGE 1/2 DRYWALL I r 8 x 8 x 16 K.O. w upa CURTAIN NAILER LINTEL BLOCK CT 2X SUBFASCIA 1 x 4 P.T. @ WINDOWS h O.H. W/ (1) #5 DIA. REBAR & SOFFIT. SEE ARCH. 1 x 8 P.T. @ S.G.D, `^ SEE ELEV. 3000 PSI CONCRETE F- m N PLANS PRECAST "U" LINTEL N w N 0 N U SEE SCHEDULE00 u SEE PLAN FOR HEADER SIZE N ~ v 00 C 15/32" OSB EXPOSURE 1 ON O.H.or EXT, WALL W/ ALL EDGES BLOCKED. ®AIMS HOMES SEE ELEV. SEE TB13 FOR NAIL ATTACHMENT.el (OPTION) STAPLE: 16 GA. i FIELD. NOTE: 44" MAX. SILL HGT. ON FILL CELL -(1) #5 DIA. STAPLE @ 2" O.0 EDGES AND FIELD. ALL BEDROOM WINDOWS. REBAR W/ 3000 PSI FLORIDA CONTRACTORS LICENSE N0. CRC1330146 ' H CONC. ALL LOCATIONS 3000 GULFBREEZE PARKWAY SHOWN ON FOUNDATION GULFBREEZE, FLORIDA 32563 u & FLOOR PLANS u DIVISION LOCATION: Ih PORT ST. LUCI E i V1 Job Information: CEMENTITIOUS DECORATIVE FINISH 7/8" THICK PER ASTM C-926-98A / 2X STUDS (SEE FLOOR PLAN FOR �( MORE INFORMATION). SEE TB13 ON SHEET 6 FOR NAILING INFORMATION FOR WALL SHEATHING. P.T. 2X #2 SYP. BASE PLATE w/ 1/2 x 8 A.B. (OR 1/2" x 8" TITEN HD) w/2" WASHER AT 32" O.C. MIN, 6" FROM END - SEE WS07 FOR TERMITE SHIELD TOP OF SLAB — _ co GRADE _ _ w c" o� m� SEE FOUNDATION PLAN 16" FOR FTG REQUIREMENTS VINYL FRAMED WINDOW WINDOW STOOL W/ SCREEN PER SPECS PRECAST CONC SILL PAPER BACKED FOIL R-4.1 u INSULATION AT CMU BLOCK WALL u PER FBC AND ENERGY FORM I APPLICATION EXTERIOR FINISH - ASUBMITTED WITH PERMIT (SEE ELEVATIONS) APPLIC 1 x 2 P.T FURRING FTG. DOWEL #5 DIA, REBAR 1 x 4 P.T. 17" IN CONCRETE - 25" BASE NAILER EXTEND (ACI 530) ABOVE WOOD BASE SLAB. ALL LOCATIONS SHOWN ON FOUNDATION PLAN SEE FOUNDATION PLAN FOR SLAB INFORMATION TOP OF SLAB r GRADE r � N SEE PLAN FOR r RE -BAR QUANTITIES "r 7: ! SEE PLAN SEE FOUNDATION PLAN ry I O LO W in a, 0co m v Z CO r-I N —" OJLLJZ 00 0 LL _I m U) Cn Ivi Model Name / Number: 2000 ♦ Plan Issue Date: Wednesday, July 1.4, 2021 KA PROJECT NUMBER: 21-8333 WS02 I TYPICAL WALL SECTION EXTERIOR FRAME 3/4" = 1'-0" WS01 I TYPICAL WALL SECTION - 8" CMU 3/4" = 1'-0" Sheet: � � Of: TYPICAL FRAMING DETAILS N M ' m b ;0 1F" 4 (2) 2 x 4 LAMINATIONS W/(i) ROW OF STAGGERED 10d (3) 2 x 4 LAMINATIONS W/ (2) ROWS OF STAGGERED 16d (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF STAGGERED 16d COMMON WIRE NAILS (D = 0.148", L= 3") OR EQUAL COMMON WIRE NAILS ONE INTO EACH OUTSIDE FACE) COMMON WIRE NAILS (ONE INTO EACH OUTSIDE FACE) (D = 0.162", L- 3-1/2") OR EQUAL (D = 0.162", L= 3-1/2") OR EQUAL NOAO A 11 CENT NAILS ARE DRIVEN FROM 3) FOR 4-PLY, PROVIDE 1/4"DIA. x 51/2" LAG OPPOSITE SIDES OF THE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NDS SECTION 16.3 FOR THE THICKNESS OF THE. LAST LAMINATION. ADDITIONAL INFO. WF37 I TYPICAL COLUMNS DETAILS N.T.S. FOR OVERHANGS GREATER THAN • • : FILL 1ST. 4 COURSES 1 1/2" CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) . •. F.F. OVERHANG • , FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ'D. 2x8 SYP #2 TOP & BOTTOM ATTACHED W/ (1) ROW 16d 2x6 SYP. #2 NAILS @ 16 O.C. RIPPED BOX HEADER DETAIL IF ONLY (1) KING (1) JACK USED AT EACH SIDE OF OPENING G.C. TO INSTALL (3) TITEN HD. 5/8" x 8" EQUALY SPACED nro CII117 INITn r%RAI I AT /16" O.S.B. A. SIDE X BLK'G. 0 0-S.B. 1/2-8d A. END JACK TO HEADER, NO BASE EDGE VIEW CONNECTOR REQUIRED INSULATION AT EXTERIOR SP4 AT (3) 16d SEE PLAN WOOD FRAME WALL PER FBC 24" OC. COMMON FOR WILL . AND ENERGY FORM SUBMITTED NAILS(TYP)� HGT. WITH PERMIT APPLICATION CMU_ HEADER • • LOCATION--, OVA • • • • NAII S IN I I O.C.• SIDE & TOP I I • .• • ` INS. END TYP. '1 I' _• CONTINUOUSt © 'EACH ATTACHED TO . • i :• NAILS. SEE DETAIL ABOVE SEE ELEVATION FOR R • SQUARE TRANSOM BOX HEADER—j EACH END WINDOW OR DOOR OPNIG '--CMU [:W:F39 I TRANSOM DETAIL AT ENTRY 1/2" = r'-0" PROVIDE 2x4 ON TO OF 2x8 TO BLOCK OUT /--2 ROWS 12d @ TOP PLATE ATTACH w/ 3" O.C. OUBLE 2x4 (2) 12d NAILS O.C. TOP PLATE (SOLID BLOCK w/ 2x6) 48„ MV/! 2x4 STUD PER PLAN 2x4 BEYOND AGAINST 2x8 STUDS NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 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 * NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) TOP PLATE TRANSITION PIPE OR DUCT w/ OUBLE 12d PENETRATION THRU TOP SPLICE TOP PLATE w/ MORE THAN 50% OF TOP ROWS 12d PLATE WIDTH INSTALL @ 3" O.C. SIMPSON PSPN516Z W/ (12) 16d NAILS TYP. TOP & BOTT. NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO TOP PLATE W 8d 2 1/2" x 0.131 NAILS * NOT REQ'D. WHEN QT SYSTEM IS APPLIED NOTE: PLATE LENGTHS MUST BEAT LEAST 8'-0" LONG. TYPICAL OP SPLICE DOUBLE 2x8 TOP PLATE 2x4 w/ 2 ROWS OF 12d NAILS @ 3" O.C. BOTTOM SPLICE OVER STUD WF17 I TOP PLATE SPLICE DETAIL 3/4" = 1'-C * CRIPPLES MAY/MAY NOT BE PRESENT. VERIFY HEADER ELEVATION HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL JACKS KINGS JACKS KINGS SIZE EA END EA END EA END EA END LESS THAN 4' (1) (2) (1) (2) >4' BUT <9' (2) (3) (2) (2) 10'-0" - 16' 3 4 3 4 2X CRIPPLES @ 16" W/ SIMPSON SP2 Tl TOP AND BOTTOM * WHEN STUD LEN IS LESS THAN 12" LSTA30 STRAPS Al STUD WRAPPED 0' TOP PLATE & NAIL TO HEADER EACH FILL ALL HOLES IN STRAP 10d NAILS @ 8" O/C TYP. DOUBLE 2 x CRIPPLE STL TYPICAL (U.I IF * HOLD DOWN I NOT REQUIRE WALLS WITH( HEADER ANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE NO. & SIZE OF & GRADE RAFTER TIES EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE EE SCHEDULE Z-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2 x 10 OR GREATER HEADER )OUBLE 2 x #2 i,Y.P. HEADER W/ ./2" FLITCH PLATE iEADER. (U.N.O.) -ILLING AND BLOCKING AS IEQUIRED FASTENED TO iEADER W/(2) ROWS )F 12d @ 16" 0/C UNLESS DOTED OTHERWISE >- x 4 STUDS TYP. SIMPSON HTT4 W/ (18) 16d NAILS & A 5/8" EXPANSION ANCHOR N/ 6" EMBEDMENT U.N.O. OR 8 1/2" AT GARAGE STEP DOWN '.T. BOT. PLATE WF09 I WALL HEADER DETAIL N.T.S. SEE TRUSS PLAN FOR CONNECTION FRAME OUT TO BLOCK EDGE 2 X 4 #2 SPF KNEEWALL WITH INSULATION AT EXTERIOR STUDS @ 16" O.C. W/ WOOD FRAME WALL PER FBC STRUCTURAL SHEATHING ON AND ENERGY FORM SUBMITTED BOTH SIDE FROM TOP OF WALL WITH PERMIT APPLICATION TO BOTTOM OF BEAM, ATTACHED (WHEN EXTERIOR WALL IS PER NAILING SCHEDULE. EXPOSED TO INTERIOR SPACE) SEE PLAN FOR I BEAM SIZE y BUILDER FRAME RADIUS AS REQUIRED n n , I I I I I I 2x BUILD -OUT BEYOND WF38 I KNEEWALL @ ENTRY FRONT WALL N.T.S. 12 SEE ELEV. SIMPSON SP2 @ EA. STUD APA RATED STRUCTURAL SHEATHING MIN 7/16" FASTENED TO TRUSSES W/ 8d COMMON WIRE NAILS @ 4" O.C. BOUNDARIES 6" O/C EDGES & 8" O.C. FIELD INSULATION AT EXTERIOR WOOD FRAME WALL PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION (WHEN EXTERIOR WALL IS EXPOSED TO INTERIOR SPACE) SIMPSON SP1 @ EA. STUD --� 2"x P.T. PLATE 1/2" X 8" "J" BOLT @ 24" O/C MAX 8"x8"x16"KO. BLOCK W/ 145 CONT. CMU WALL NEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) — DOUBLE 2"x4" TOP PLATE "x4" STUDS @ 16" O/C CRICKET AS REQUIRED MAIN SPAN ROOF TRUSS �—UPLIFT CONNECTOR (SEE SCHEDULE) WF42 I KNEEWALL ABOVE MASONRY WALL 1 3/4" = 1'-0" ri y � a) f- r t '� r w Ln U n� 3 III :� N 00 r- o s It A A. Nrl J J J LL z LU W C Q i':o� N W Y ° _� lw _r "C-5 (9=gin= CL 3 Z Ztv°ia Y . i fs ,n• u`7 W r- W(n �C)% III O� � y w M OJ J m °i a3rn o ZN mr LL m Q ¢ Ie—C d �� 0" F- to 0 S u p v "J z Q = U I° �P WWW.FDSENG.COM UI Awk Z CD — o � Z O N Z (CV Q L f-1 1 a — L0 �f) Irl- z N V � — t!7 VI m J cn W — 0 W Ua �i R3 J M U — cl E w 0 0 0� Q N O GC.D FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: z LO W �¢� � � N O 0000 W U) 0 LOi VI Model Name / Number: 2000 Plan Issue Date: Wednesday, July 14, 2021 KA PROJECT NUMBER: 218333 Sheet: S-3 Of: MS18 I RETROFIT WALL OVERHANG DETAIL N.T.S. TYPICAL WALL DETAILS AGONAL SPACED AT 20'-0" O.C. MAX I rSAMESPACING AS BOTTOM CHORD LATERAL BRACING -- , TO BE LESS THAN OR EQUAL TO 45 1 ' MINIMUM 2"x4" - - - CROSS BRACING (SEE PLAN FOR LOCATION) srr . -'' ---BLOCKING 00 � I I I I I ` � 1 i i i (3) 12d I I I I I R PER JOINT � _ I 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 TB01 TYPICAL CROSS BRACING DETAIL N.T.s. TB02 TYPICAL CROSS BRACING DETAIL N.T.s. PROVIDE 2X4 MIN. BLOCKING AT CENTER LINE OF HIP/RIDGE, TYP. BETWEEN TRUSSES W/ (2) 12D c-I NAILS EACH END TO TRUSS TOP CHORD TYP rl 'a A TRUSS ALTERNATE TO BLOCKING PRE-ENGINEERED PVERLAP TRUSS BRACING WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP A TRUCTURAL ------- PACE G.T.SHEATHING ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 TOP CHORD WHEN REQ'D NAIL TO TOP CHORD TO PREVENT SHEATHING JACK OF HIPPED TRUSS W/ SPAN FROM EXCEEDING TRUSSES 12d NAILS @ 6" O.C. MAX 24" SPAN (EITHER KG. SIDE OR BOTH IF REQ'D) (2) 120 NAILS MINIMUM (3) 12d Rl N co d- o ROOF AT 12" O.C. MAX PER JOINT MINIMUM 2"x4" SPF OR SHEATHING * SPACED AT 10' 0" MAX SYP TRUSS BRACING m ._ �- ZN-I 00 t` ' g�aD SEE PLAN w ti 00 m Y ° ro Lfl 00 P- p Nc-1 J J J € _ M.- = 0 o d LL I w 2X4 BLOCKING J* O vC'z° w Rm °��c_v�c w o Q,HW3ai �v�moo a BETWEEN TRUSSES HIP TRUSS ;. _- U4 SECT. A -A Y� LL�� " 3 z o ° y � � o J TB03 HIP RIDGE BLOCKING DETAIL N.T.-9- TB04 TRUSS BRACING OVERLAP DETAIL(TYP) N.T.S. mA3 aria g+���N 2 m m Q «nTv+_c G 0' Cv N Q d E m�BEa ❑ ❑ ❑ WWW.FDSENG.COM z ► z � — o � z 5 N `` �. S NOTES: TRUSS 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 LO w _ (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED, INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT LO 9 IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED m TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS, NO EXCESS CONCENTRATION OF ANY J w CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT OVERLOADING ANY ONE TRUSS. EVENLY OVER A LARGE AREA SO AS TO AVOID THE TRUSS MANUFACTURER ALL (ZI 2. ALL BRACING DB,CB,BB SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. V 2 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT w g 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. = C M SEE TYP. TRUSS BLOCKING DETAILS wroN E SHEATHING t 000 f . _ 0„ o W 3 TO 4 TRUSS x4 AS SHOWN 00 0 Y Y TRUSS SPACES [ALTERNATEIRECTION C Q N o' .410 RUS -A DAMS HOMES VERTICAL SCAB 2X6 #2 SPF 48" O.C. SEE (2)-12 NAILS W/ (4) 12d TOP & BOTTOM OR H5 SECTION TRUSS TO EA TRUSS S Wu —LL FLORIDA CONTRACTORS LICENSE NO. CRC1330146 OR HCLR/LL IN PLACE OF (4) 10D B REQUIRED @ RAFTERS GREATER THAN 8'-0" 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 SEE PLAN OUBLE TOP DOUBLE PRE-ENG. TRUSS PLATE SECTION B-B TOP PLATE DIVISION LOCATION: 2x STUD WALL SEEPLAN PORT ST. LUCIE CONV. FRAMED RIDGE Job Information: MAY BE NAILED w/ MIN. VERTICAL SCAB 2X6 42 (4)12d WHEN IT LANDS SPF 48" O.C. W/ (4) 12d NEXT TO PRE-ENG. TRUSS 2x8 BILKING. NAILED Ca EACH TOP & BOTTOM OR H5 OR SIDE w/ (3) 12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12d REQUIRED w/ (2) MTS12'S THAN IREOD @ RAFTERS GREATER B COLLAR TIE EVERY 3rd SHEATHIN RAFTER O 2X4 BLOCKING BETWEEN CB BEVEL CUTS TRUSSES W/ (2) 12d NAILS (OPTIONAL) @ EACH END, CONT. EACH BAY B TB 2X4 SPF W/ (2) #7X31/2" > Ln Q M ALTERNATING DB WOOD SCREW EACH TRUSS OR H5 @ 48" O.C. Uj N Iq i 0 M 0) BLOCKING PRE-ENG. TRUSS R3It N 0 V CONT. ROOF SHEATHING AT TRUSS TOP ALL HAND FRAMED AREAS TYP. ■ ■ ■ ■ ■ ■ ' ■ STRUCTURAL SHEATHING CHORD AT m d SEE PLAN FOR CONNECTION C _jw� 8 2X4 P.T. BLOCKING BETWEEN DIAGONAL WOOD 2x8 #2 SYP RIDGE BEAM L° 00 `n � +� TRUSSES W/ (2)-12d NAILS CP AT 8'-0" EACH END MAX TRUSS 2X6 RAFTERS @ 2'-O"O.C. V1 Model Name /Number; MAX. W/ (3) 12d COMMON WALL BELOW TOENAILS TO RIDGE BEAM 2X4 RAFTERS FOR SPANS LESS THAN 2000 (SEE PLANS FOR TYPE) 4 FT @ 2--0" o,C. MAX W / (3) IOD 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 Wednesday, July 14, 2021 VI KA PROJECT NUMBER: @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING 218333 Sheet: S=4 Of: T1306 BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.S. ROOF FRAMING AND BRACING DETAILS M 91 E THERMA-TRU INSTALLATION��������������� KEY DIFFERENCES CHECK LIST Rough openings are 1/4" sm,11ler on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 11/4" EMBEDMENT INTO THE MASONRY JAMBS. A SPA EVE M 6" 6" SINGLE DOOR DOUBLE DOOR W/ SIDELITES 3,1 SPA EVE SINGLE DOOR W SIDELITE ;11 6' >PACE _VENLY 311 E 13 SINGLE DOOR W/ SIDELITES J J I „ E 1 : � LOCATION OF BARRIER TO BE 1'-011 IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE FILLED PVC. PIPE. O cm TOP OF SLAB .4 ili — IN lip, II ° 1 2 f - if - Ir O z Ip `o°� 16" MIN. DIAMETER —1J 5; l - I CONCRETE FOOTING PROTECTIONBA .TRRIER DE Al L 1 — N.S. 8„ 8„ ................................... ................. SEALANT LI. NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. Dee,, Root Line valley by centering �o°ao °awes wide Odra°biP ads �. CerlainTeedWin rGuarp dry o�.SS�S O nterproafing S Ingle 0�C �i�jd/�eyw S�eV ell' nderlayment or 72 updott A aP qulvalent did to y0 Gcotse G otse 3 to ootse E �` o c Goot s � Rake 2oa 1S�Oo Metal r o not nail within `` Drip 22 6" Embed each shingle Edge , valleyof centerline i a 2" wide strip of asp�xalt raging cement. 6" Cut 2" diagonally off upper Save 7" orner olytrimmed, pieces to use in 5th[oune Cut shingles 2" back from valley centerline SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3.12 SLOPE (REQUIRED AT ALL LEVEL VALLEY LOCATIONS)- TEXTURED, PAINTED EXTER. WALL FINISH 6" X G" H GALV. FLASHING CONT.— PLASTER STOP -- ROOT — SHINGLES 6" X 6" H GALV. FLASHING CONT. ro FLASHING DETAILS 6" HORIZ. NOTE: THIS DETAIL IS REQUIRED \ FLASHING AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS, FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION ASPHALT BASED SEALANT APPLIED BEHIND FLASHING AND EXTENDING A MINIMUM OF 6" ABOVE VERTICAL RISE OF FLASHING AT KNEEWALL N 2TICAL WALL ENTRY EAend the shingles over the rake and eaves about 1/2" If drip edge is used, or about 3/4" it.,. drip edge is used. SPACE EVENLY INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF W'DOW o. \ AND/OR SGD FRAME MIN.) GLUE STRIP .1 k w/ ADHESIVE SEALANT & SCREW w/ 3/16" ^ . .t \ 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 e' 1/2" DRYWALL FLAT HD. "TAPCON" SCREW THRU THE W'DOW FRAME INTO MASONRY a \ 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 11/2" MIN. EMBEDMENT 09 WOOD SCRELI 1 EM TYPICAL FRAME OPIENING WINDOW INSTALLATION N.T.S 3/4" MIN. EDGE DISTANCE 1/4n" MAX. SHrM SPACE V&e R905.2.8.5 DRIP EDGE. PROVIDE DRIP EDGE AT CAVES ANU GABLES OF SHINGLE ROOFS. OVERLAP TO BE A, MINIMUM OF Gin (76cm). EAVE DRIP EDGES SHALL EXTEND Wn 3ELOW SHEATHING AND EXTEND BACK ON THE ROOF MINIMUM OF 2in, DRIP EDGE AT EAVES SHALL BE PERMITTED TO BE INSTALLED EITHER OVER OR UN'IFR THE UNDERLAYMENT. IF INSTALLFD OVER THE UNDERLAYMENT, THERE SHALL RE A MINIMUM 41n W'DTH OF ROOF CEMENT INSTALLED OVER THE URIP EDGE FLANGE. URI'.1 EDGE SHALL 3E MECIIANICALLY FASTENED A MAXIMUM OF 12,r ON CENTER. WHERE THE Vesd AS DETERMINED IN ACCORANCE WITH SECTION R301.2.1.3 IS 110 MPH (177 KM/H) OR GREATER OR THE MEAN ROOF HEIGHT EXCEEDS 33 FEET (10,058 mm, DRIP EDGES 5HALL BE MFCHANICAI LY FA.STFNFD A MAXIMUM OF 4INCHES ON CENTER Maximum Fastener Spacing (Jambs, Head and Sill) 1 Screws Mounting I) Fin`_ Exterior View Of fixed wuTdow i Wall Framing: #25pruce/Pine/Fir Or Better - � $hllt0ne #10x1.1/2" — Screw Minimum Penetration 1-3/8" Glazing Bead -J— Cross Section View k- Mnimum .. i 11Z Silicone Exterior Sheathing vaidedon In codes and budding types, It Is /a&up to the end user to determine the proper Installation ofthese Rems. ! r �"F _€OFF` 15 u' 1"2(j tfel f 1 dow, rl' b obi- -"2p may he t} z'ed 13 k 'w iqz;oec";on,bu1 C,f35e : t ..In t'1E' ",t`rr,"i:; to p V,eet l u r �� rroh svLIitts ando.. e, da aye vnt& =s uelo I is onnpletee Step 1 Measure to be sure the opening is 3/8" to i/2" larger than the window size both vertically and horizontally. You may wish to pre -drill the installation holes in the An at this time. D&nqyard the prII haksln ft aeo 0 fin, as UW are notnetxssarN Step 2 Apply a generous bead of silicone to the backside of the mounting fin. Use dough silicone to sufficiently fill all voids between the fin and the wall sheathing. Step 3 Insert the window into the opening from the outside. The window is labeled "inside" and "outside", but if these labels have been removed, the glazing bead should always be to the Inside of the building. Step 4 install shims under the sill, adjusting them until the unit IS plumb in the opening. Shims should be installed under the sill every 2 feet, The window should be basically centered in the opening with no more than 1/4" gap between the window and wall framing. Step 5 Install a #10 x 1.1/2" screw 4" from the comer of the fin at each end of the head, sill and both jambs, Step 6 Install the remaining fasteners in 8" increments from the comer screws to the center of each frame member. Use care not to over - tighten the screws and pull them through the fin. Also, make sure the screws go in straight and do not cause the frame to bow. Wall framing should the a minimum of #2 SprucejPkheJFir. Fasteners should be *10 screws of sufficient length to achieve 1.31V' enetratbn into the wall and no less than 1/2" from edge of framing, Fastener quantities needed In each side of frame to achieve 8" NIE15 Len.e of Frame Member 10" 18" 26" 34° 42" SW Sr 1 66" 1 74" 1 82" 1 90" 98" Number of Fasteners 2 3 4 S 6 7 8 1 9 1 10 1 11 1 12 13 Step 7 Remove excess silicone "squeeze our from around the fin and irqw for holes or voids. Use silicon to fill any voids. Step 8 If desired, a foam insulation can be applied to the interior gap between the window and wall framing. If applied, this must be ft NOIs' EA'FANDIA,,16 r'r'P£ r0AA1. Step 9 Since these windows are typically used in rooms with high moisture, ie; bathrooms, it is recommended that the interior gap between the window and wall framing also be sealed with silicone and tooled so as not to interfere with the installation of wallboard, tle or trim, Step 10 Once all construction is complete, remove the bubble wrap from the inside and outside of the window. If necessary, clean the blocks with a mild det ent 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. Product Approval Submittal Affidavit Building Address: Contractor: Building Permit: Product Design Manufacture Model # Attachment Pressures Method Roofing: DADE IKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING 1st Choice COUNTY APP. NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. W/ 3/8" MIN PENETRATION THRU SHEATHING ROOFING VENTS: DADE Florida Metal FLAMCO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFINC COUNTY APP. Products, Inc.___ "Off -ridge vent" 1" FROM EDGE AND 4" O.C. TYPICAL MAX. ROOFING UNDERLAYMENT: 41, N H tti Q LO to Go Q Mco 4�pOQ'� E an cW C Qx ILL LI_ 11�c=mm 0 yin COZ W 8 rae Ei N r c W10 tl d�C2" a — LL] Y L5 D- � 3 3 z=aQzoo M 6 I. 0 0 L y m W Gip Ox m O W� a. oo Z W LLg. a 4, ��� JU Approval # ° § H o El ❑ WVJW.FDSrNG.COM a Z M 13 FL30310.1 Z N `0 a i —Lo z N t/1 U m FL21580.1 R-2 J IOU -16 1st Choice TAMKO BUILDING No. 30 UNDERLAYMENT SHALL BE APPLIED AND FL12328 R9 C) 2PRODUCTS LLC JTAMKO #30 ASPHALT -SATURATED ORGANIC FELT ATTACHED IN ACCORDANCE WITH R905.1.1 U — m 0 LU V) c uOaL Overhead Garage Doors: V' m U J N ' 1st Choice +30.0/-30.0 CLOPAY 16W7 2"x6" P.T. WOOD JAMB WITH (5) 1/2" DIA. x 8" "J" BOLTS FL16546.8 = 0 0 — .500 2nd Choice I +30.0/ 32.0 CI OPAY 53W5 FL15279.84 8 x 7 U n o Swing Doors: c Lo o Q N ci oA �III� 1st Choice +67.0/-67.0 THERMA TRU-CORP. ALL ONE 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" FL20461.11 FIBERGLASS DOOR LITE SERIES TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS FL20461.12 , THERMA TRU CORP SOLID +67.0/-67.0 FIBERGLASS DOOR FIBERGLASS DR AND MIN. 12 Q.C. THEREAFTER. THE DOUR FRAME SHALL BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. I THEREAFTER. (TYPICAL ALL 4 SIDES) FL20461.1 t 2nd Choice PLAST PRO ALL ONE I LITE SERIES FL15215.2 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 Sidelights PLAT PRO A Ru FL15215.2 SlidingDoors: 1st Choice MI WINDOWS & DOORS SERIES 420 SGD Alum. reinforced FL15332.4 DIVISION LOCATION: PORT ST. LUCI E rl MI WINDOWS & DOORS SERIES 440 SGD Alum. reinforced FL15332A2 V I Job Information: Windows: O III— Z W > Iv rl 0 to O Q LO = f"1 (0 J ED O o 0 MM r J W 0 V J 00 � 1st Choice +40/ 50 MI WINDOWS 3540 SERIES Twin Single Hung (fin) SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN. 11/" 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. FOR INSTALLATION THROUGH 2x BUCK USE #8 WOOD SCREW OF SUFFIENT LENGTH TO ACHIEVE IVY' INCH MINIMUM EMBEDMENT IN WOOD SUBSTRATE. FL 17676.9 +40/ 50 MI WINDOWS 3500 SERIES Single Hung (flange) FL 17894.2 +50.0/-50.0 MI WINDOWS 3540 SERIES Single Hung (fin) FL17676.2 MI WINDOWS 3500 SERIES Single Hung (finless) frame FL17894.4 Mullions: 1st Choice M-1926 MI WINDOWS Mullion Vertical FOR 3/16' ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 11/a FL 18504.1 M-1926 Mullion Horizontal MINIMUM EDGE EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM DISTANCE FL 15804.2 Fixed Glass: 1st Choice +50.0/-50.0 MI WINDOWS MI 3540 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN. 11A" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. FL18644 R-6 Soffit: 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 2000 Plygem / Variform Double 5 standard Plygem Double 5 standard vinyl Double 5 standard (vinyl) 10" staples solid 144 venteii -145 FL12194.1 FL12194.2 Plan Issue Date: Hurricane Panels: Wednesday, July 14, 2021 1st Choice Dade County App. ALL AMERICAN SHUTTER & GLASS 24" Ga. Storm Panels 24 GA. STORM PANELS FL16293 R3 KA PROJECT NUMBER: I have reviewed the above components of cladding and have approveki their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: FI. # 56126 Luis Pablo Torres FI. # 87864 Name: Certification Number: Name: Certification Number: 21-8333 Sheet: S-5 Of: MATERIAL MAT REFERENCE INFO (PSL) MECHANICALLY FASTEN AS NECESSARY IN CORNERS TH SELF -ADHERED FLASHING WEATHER -RESISITIVE BARRIER FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE ,1 WOOD FRAME CONSTR. - EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE \ BARRIER SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING - 3/4"-1"BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR FLASHING WIRE LATH HEAD FLASHING TIE-IN INSTRure weather 1 • Cut, fold up &temporarily secure weather RIM JOIST resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather BUILDING resistive barrier PAPER 3. Fold weather resistive barrier back over head flashing and seal with tape 2 2 O Scale: NTS SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING FLANGED WINDOW EXTERIOR DOOR WITH DECK - SECTION A Y V P02 CEMT. FINISH SILO POTSHELF/ CHIMNEY SHOULDER FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER WPM �/�� EXTERIOR SHEATHING RUBBERIZED RUBBERIZED ASPHALT 3/4"-l" BEAD OF CONSTR. INSTALL SELF -ADHERED ASPHALT ADHESIVE EXTERIOR SHEATHING ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD ADHESIVE THRESHOLD OF DOOR AND RETURN FLASHING, SEE SELF -ADHERED FLASHING UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW REFER TO TECHNICAL OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) LETTER ON CHEMICAL SCORED COMPATIBILITY RELEASE PAPER SELF ADHERED SELF -ADHERED FLASHING, o (BEFORE FOLDING, SCORE EXTEND A MINIMUM 6" RELEASEADHESIVE AS SHOWN) FLASHING VERTICALLY FROM BOTTOM OF THRESHOLD a OO MECHANICALLY FASTEN AS z SECTION -A NECESSARY IN CORNERS THROUGH (SEE DETAIL WP02) SELF -ADHERED FLASHING LI DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING DECK PROTECTOR SINGLE JOIST SELF -ADHERED FLASHING 1H0.8362x;DECK JOIST SELF -ADHERED FLASHING CEMT. FINISH WINDOW HEAD NAILING FLANGE SELF -ADHERED FLASHING SELF -ADHERED FLASHING 1 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) WP04 �- SELF -ADHERED FLASHING DECK PROTECTOR DOUBLE JOIST 0 WP07 ERIOR IT. FIN. .DING PAPER ,PE n : 12.0 in cm : 30.5 cm) E LATH _DING PAPER .F-ADHERED FLASHING JDOW UNIT SELF-ADHERI 101 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER SELF -ADHERED FLASHING CEMT. FINISH WINDOW SILL 1 2 WP05 SELF -ADHERED FLASHING PATCH )HERED FLASHING WINDOW UNIT SLOPE 0.3in: 12.0in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING WIRE LATH BUILDING PAPER EXTERIOR CEMT. FIN. 8 3 WP11 SELF -ADHERED FLASHING INSIDE CORNER SELF -ADHERED FLASHING CEMT. FINISH PARAPET WALL 2 5 4 6 7 SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. WIRE LATH BUILDING PAPER 0 WP12 FLASHING REQUIREMENTS R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall include flashing as described in Section R703.4. R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed In a manner that prevents the accumulation of water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as SELF -ADHERED FLASHING required by Section R703.2 and a means of draining to the exterior water that penetrates the exterior cladding. PRODUCTS DETAILS 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 for Tye Water -resistive barrier. One layer is No.ive barrier asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 Inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. water -resistive barrier manufacturer's Installation Instructions. The No.15 asphalt felt or other approved water -resistive PER FBC-R (CURRENT EDITION) 703.7.3 barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages In a manner to meet the requirements of the exterior wall envelope as described In Section R703.1. R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer Detail Instructions provides a separate continuous plane and any flashing (Installed In accordance with Section R703.4) Intended to drain Refer to the number marked as in each detail that corresponds to the to the water -resistive barrier is directed between the layers. numbered items In the list of instructions below: Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or 1. Install self -adhered flashing in order as shown by numbers greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater 2. Install flashing and weather resistive barrier to form water shedding laps -absorbing layer or designed drainage space. 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturers instructions. Metal flashing shall be embedded in the adhesive layer) - for ease of installation and to minimize corrosion resistant. Fluid•applied membranes used as flashing shall be applied In accordance with the manufacturer's scoring Cuts instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of 5. Remove all release paper per standard installation instructions and water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying adhere to substrate using a square piece of flashing material (6" x 6" with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTMC1281, Minimum) AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in 6. Fold as shown by arrows 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: 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary 1..Exterlor window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible fleshings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed In accordance with one or more of the following: 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 In accordance with the flashing design or method of a registered design professional. 1.3 In accordance with other approved methods. 1.41n accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. S. where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. S. At wall and roof intersections. 7. At built -In gutters. Cement Plaster �\ in accordance ®. with ASTMC926 over wood 2nd floor ..-Cement. -Plaster over block l st floor Note: The building paper and metal lath must be installed over the top of the weep screed. 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Metal Flashing 3 1/2" Unperforated Flange 7/8" Weep Screed Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Slab 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 - Building Paper -7/16" O.S.B. sheathing LKeep top edge of weep screed 2" below top of block - Vulcum cauk bottom joint only - Metal Flashing 3-1/2" Unperforated nge 7/8" Weep Screed 1/2" Cementitious Decorative Finish All Inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Vulcum caulk for all 1 /2" Cement Plaster Finish Block 2 1/2" Perforated Flange 1/2" Weep Screed Install bottom edge of weep screed 1" below finish floor OPTIONAL DETAIL �:: WEEP SCREED DETAIL SCALE: NOT TO SCALE 64 , •r � r,:,7 rn IDP ,'4" c _2ID c co o N (D In m c W a� o ,� . Ln 00 I'_ 0ofOm=8 m 2-5, )cnmoo a _ u! Y t0 N C C W .y o 'o a w Ili Z O 0 m r „L�d�4 o `o O 0 iti J W Y N 01 x O- h d ,F 'xfft� u) � 0 J a, ate. " 0 -� =E'W U 1b, _... o v_� 2 a � o d y .�`o $ "� U _J (n El El 1:1 WWW.FDSENG.COM C9 2 Z c� - o 0 z N (D Z N a wQ I a � Ul)/1 m v J y t�5 C) OW (11 c �; U-) � JM U - (mv E c 00 yy `- 00 £ ao U 00 o °i = C M 10D, a o0 rs iwm FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCI E Job Information: NO z LO W LO a �' rn i p m ccc Z N U (D a� . . s 0 0_JwZ) 00 LL Model Name / Number: 2000 Plan Issue Date: Wednesday, July 14, 2021 KA PROJECT NUMBER: 21-8333 Sheet: WP Of; WATER PROOF DETAILS 42X42 A/C SLAB BY BLDR MIN 2' FROM WALL 5" bath duct to roof cap w/ standard 70 cfm bath fan —light\ .. . ....... License # CAC032448 mIL 185 w 14x8 1 wcd FE i 7 QQYE �4a all I , eps13 NO 1 Ox6 1 wcd I.. 5 215 t 1 " 6 l 14x8 1 wcd , 'II p I 9„ id 90 10x6 jwcd 8xAidcd 617 3 4 i • }},I� DINING MM 1LT M n + $ " "' '►� * 1 1 wcd P1 fli . t, yy e I �l 1 Ox6 1 wcd 4" dryer duct teas to roof cap w/dryer vent box J'AF. !A.l -1TA J !� I y - I I , ' s ..:, `e. it 14, 1t- ----------------- --------------------;---------- 3.0 ton w/5kw @240v 1 ph 18x10 plen scale : 1 /4"-1'0" ° platform by bldr ' u GREA vTui 0I4!►� : r �S 4V x6 1 wcd--;; 75 80 10x6 1 wcd 10" nM VAULT COLM y 10 rag -- FQYE� j - 12x r - ¢-• - -i - Los = H-- NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS Transfer ducts/grills sized in compliance with Florida Residtantial Building Code—M1602.4 balanced return air. EXCEPTIONS 1-3 O 1 20 - _IM 1W yAULi LYts N -77 ----------- 77 � f 8 2x12 rag 145 148 1 wcd ' - () -------------I FLOOR PLAN SQN.F. 1f •Tv - 1"'X ELEVATION 5" bath duct to roof or wall cap w/ standard 70 cfm bath fan 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. rrrrrfa-1 I AREA CALCULATIONS 1st 13.€.'+l C f& 135 W (&Q tQGfi &E 'I � ahfm E M &F'. UH-M, E?lr \iLJ 1T fRk-C 45-3.f. uOVERED PA11G/UM 200 S.F. �OTALAREA JNIDER ROOF 3003 S.F. v s C s h