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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 7/16" HEAD, OR 1-1/2" LONG, 16 GAGE STAPLES, SPACED IN ACCORDANCE WITH ASTM C1063 OR C1787, OR AS OTHERWISE APPROVED. R703.7.2 PLASTER. PLASTERING WITH CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED OVER ANY TYPE OF CODE -APPROVED LATH AND SHALL BE NOT LESS THAN TWO COATS WHERE DIRECTLY APPLIED OVER MASONRY, CONCRETE, CLAY BRICK, STONE, OR TILE. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER OR OTHER FACING MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED TOTAL THICKNESS IS AS SET IN TABLE R702.1(1). CEMENT PLASTER SHALL BE IN ACCORDANCE WITH ASTM C926 AND MATERIAL SHALL BE IN ACCORDANCE WITH ONE OF THE TYPES LISTED IN R703.7.2. R703.7.3 WATER -RESISTIVE BARRIERS. WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. R703.2 WATER -RESISTIVE BARRIER. ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO. 15 ASPHALT FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THv MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM C1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. • EXTERIOR WINDOW/DOOR OPENINGS. INTERSECTION OF CHIMNEYS • OR OTHER MAS ONRY CONSTR UCTION WITH FRAME WALL S. • 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 1/2" CLEARANCE TO INSIDE FACE. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. 8. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. WOOD CONSTRUCTION 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLE END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP 1.7E Fb=2400 PSI MIN. 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: ROOF DECK: PLYWOOD C-C/G-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 n FOR STRESS ON NATIONAL DESIGN SPECIFICATION C ITH THE LATEST EDITION OF THE IN ACCORDANCE W 2. PREFABRICATED WOOD TRUS SES SHALL BE DESIGNED -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. 5, TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. UPLIFT CONNECTORS 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS; WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR MORE INFO. CODE CRITERIA FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL FLORIDA FIRE PREVENTION CODE 7TH EDITION (2020) FLORIDA BUILDING CODE ACCESSIBILITY 7TH EDITION (2020) RESIDENTIAL NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318-14) SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301-16) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2018 EDITION WOOD FRAMED CONSTRUCTION MANUAL 2018 EDITION APA PLYWOOD DESIGN SPECIFICATION E30-16 AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE 7-16 ALUMINUM DESIGN MANUAL -AAF20 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (B) LOCAL STATE AND FEDERAL BODIES DEFLECTION CRITERIA ROOF TRUSSES* LL/360 TL/240 COMMMENTS: ROOF RAFTERS LL/180 TL/120 ROOF RAFTERS (W/O CLG) LL/360 TL/240 FLOOR TRUSSES/ BEAMS ** LL/360 TL/240 FLOOR I -JOIST*** LL/480 TL/240 *TL MAX 2" UP TO 40FT SPAN * *TL MAX 3/4" *** TL MAX 1/2" GENERAL ROOF LOADING SHINGLE METAL TILE HEAVY ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) TOP CHORD LL 20 20 20 20 TOP CHORD DL 7 7 15 25 BOTTOM CHORD LL* 0 0 0 0 BOTTOM CHORD DL 10 10 10 10 TOTAL(PSF) 37 37 45 55 BOTTOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE 20 ATTICS W/ HEAVY STORAGE 50 * ATTICS W/ NO STORAGE 10 (NON -CONCURRENT) NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN APPROVAL FROM FOR OR INDICATED ON PLAN GENERAL FLOOR LOADING TOP CHORD LL 40 (PSF) COMMMENTS: TOP CHORD DL 10 (PSF) BOTTOM CHORD LL 0 (PSF) BOTTOM CHORD DL 5 (PSF) SPECIAL FLOOR LOADING GAME ROOM 60 (PSF) COMMMENTS: BALCONIES/ DECKS 40 (PSF) BALCONIES OVER 100 SQ:FT 100 (PSF) LIGHT STORAGE 125 (PSF) LIBRARIES ROOMS READING R0 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 3OFT ASCE 7-16 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:9 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF' AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA (+) 27.6 (+) 27.6 10 () 29.9 () 37.0 (+) 26.5 (+) 26.5 20 (_) 28.8 O 34.4 s O 50 (+) 24.8 (+) 24.8 O (_) 27.1 (-) 31.1 Q � #' (+) 23.4 (+) 23.4 100 (-) 25.7 (-) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x 7'-0" 16'-0" x 7'-0" O 51.3 (+) 24.3 (+) 23.3 () 27.5 (-) 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY W/IN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. SEE FLOOR PLAN FOR ACTUAL PRESSURES SHT NO:I TITLE 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS S-4 DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS M-1 I H VAC 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 documents that these documents be accurate, providing Licensed ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals clear information. Every attempt has been made to PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG 45 BAR INTO 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 responsible for any plan errors, omissions,or misinterpretations 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: undetected and not reported to the Designer / Engineer prior to DURING BOND BEAM POUR. 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE TO FOOTING). 1 i ,. / 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4) x 2 /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 LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 11/2" 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.Payments 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. 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 HT75 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 �000 "U F REEZE PARKWAY GULF: EEZE. FLORI©A : '>>•:" 7will 1 F00 I qQ 01 N 0 � oW N w LO to w 00 t w a } LA t0 r- S xt .Z5 U c m O N w LL. LJL _j 0,5 do)LL O GI"! ON�WO _8m�. (�5 pf w d MIS fa NMVLLJ �- - rp o�c 1 w .Y� LL = _ 0 T �- Ll �qsN� s W$�ma 0 o L" UM f.N M Q Q d d W J 3 2 o o �N�• Q _j U ymCea� W U J N WWW.FDSENG.COM ❑ C, Z � - o 0 z 0 Z Q -- a P_ e7 Z N 04 M-1 X f`1 0M �J a 0, w w -ci o m vi%PzWa w � C Ln C: M r- I -Inv J M U -N E W 0 O N O C OJ LO 't Y �. Q N O to /Z \DAMS FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦ Job Information: 0 z �L0 Uj O L m M r"'1 6- +� 5 Q 0 0 J W Z) (0o LL .J 00 U) 0°0 ivi Model Name / Number: 2508 ♦ I Plan Issue Date: Monday, July 12, 2021 KA PROJECT NUMBER: 21-4932 I Sheet: I IOf: I COVER SHEET 160 MPH OPENING PRESSURES ENCLOSED - EXPOSURE B C +27.6 / -29.9 � +27.6 / -37.0 BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT TOP BOTTOM MARK SPACING SPECIES CAP.(plf) BW1 16" (2) 16d TOENAILS (2) 16d TOENAILS SPF NO UPLIFT BW2 16„ SP2 W/ (6)-10d SP1 W/ (6}10d SPF 402 STUD, (6) 10d PLATE STUD, (4) 10d PLATE BW3 16" (2} SP2 W/ (6) 10d (2) SP1 W/ (6) 10d SPF 803 STUD, 6 16d PLATE STUD, 4 10d PLATE BW4 16" (2) 16d TOENAILS (2) 16d TOENAILS SYP NO UPLIFT BW5 SP2 W/ (6)-10d SP1 W/ (6)-10d 16" STUD, 6 10d PLATE STUD 4 10d PLATE SYP 439 BW6 (2) SP2 W/ (6) 10d SP1 W/ (6)-10d SYP 878 16" STUD 6 10d PLATE STUD, 4 10d PLATE BW7 12" (2) 16d TOENAILS (2) 16d TOENAILS SPF No UPLIFT SP2 W/ (6)-10d SP1 W/ (6yiod BW8 12" STUD, (6)1Od PLATE STUD, (4)10d PLATE SPF 535 BW9 (2) SP2 W/ (6) 10d SP1 W/ (6)•10d SPF 1070 12" STUD, (6) 10d PLATE STUD, (4) 10d PLATE BW10 12" (2) 16d TOENAILS (2) 16d TOENAILS SYP 0 SP2 W/ (6)-10d SP1 W/ (6)-1 Od BW11 12" STUD, (6)10d PLATE STUD, (4)10d PLATE SYP 585 (2) SP2 W/ (6) 10d SP1 W/ (6)-10d BW12 12" STUD, (6) 10d PLATE STUD, (4) 10d PLATE SYP 1170 BW13 NOT USED OUBLE 2x TOP PLATE TOP OF WALL SEE PLAN 7 MASONRY WALL OR ICF WALL. SEE PLAN 2x STUDS PER DOUBLE 2x HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WF09/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH EE MS03/S-1 FOR NO UPLIFT CONNECTORS BRIG WALL TO INDICATED IN WFO9 CAN MASONRY WALL BE IGNORED. CONNECTION INFO 2x MID -SPAN BLOCKING CONNECTORS W/ (2) 12d TOENAILS @ TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN 8'-0" SCHEDULE ABOVE F.F. SEE FOUNDATION - - - . - -: PLAN FOR MORE 2x P.T. W/ 1/2" A.B @ 32" O.C. W/ 7" INFO EMBEDMENT OR 1/2" A.T.R. W/ SIMPSON SET W/ SW= SHEARWALL MIN. 7" EMBEDMENT PAST STEP DOWN. REQUIRES MIN ALT.: SIMPSON 1/2" TITEN HD @ 32" O.C. 7/16" OSB PLYW'D W/ SAME EMBEDMENT W/8d NAILS AT Woc NOTE #8 BRIG, WALL DETAIL IN FIELD AND EDGE. SEE GENERAL GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP 41 OR SPF #2 UNO ON PLAN. 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. SP4, SP6 AND SP8 CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SP1 AND SP2 INDICATED IN SCHEDULE ABOVE 5. Ir "BW" IS INDICATED ON SECOND rLOOR BASE CONNECTION TO IGNORED. SEE WF06/S3.1 OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO FIRST FLOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) 6. IF "SW" IS INDICATED THE WALL IS CONSIDERED A SHEARWALL AND REQUIRES MIN. 7/16" OSB PLYWOOD W/ 8d NAILS AT 4" O.C. INFIELD AND EDGE TO (1) SIDE OF WALL 7. ALL 2x EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE 8. IF THE BEARING WALL IS INDICATED WITH THE BW1. 13W4, BW7, BW1O THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOE NAILED TO THE PLATE AND THE 2x PLATE CAN BE ATTACHED WITH HARD CASED NAILS (GUN NAILS) AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 9. SP1/SP2-DRIVE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD. 30d- 0.148" DIA. x 3" LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN, & FASTENER UPLIFT(Lb) C1 (3) 2 x 4 #2 SPF (4) -16d TOENAILS 0 DTT2Z W/ 1/2" WEDGE C2 (3) 2 x 4 #2 SPF ANCHOR* & (8) 1/4" X 1 1/2" 2145 SDS SCREWS C3 (3) 2 X 4 SYP #1 -OR (4) -16d TOENAILS O D172Z W/ 1/2" WEDGE C4 (4) 2 x 4 SPF #2 ANCHOR* & (8) 1/4" X 1 1/2" 2145 SDS SCREWS C5a 4 x 4 P.T.#2 ABU44 W/ 5/8" ATR** G = 6665 2200 U = 2200 SYP POST & (12) - 16d NAILS 6 x 6 P.T. #2 ABU66 W/ 5/8" ATR** G = 12000 C6 SYP POST & (12) -16d NAILS U = 2300 8 x 8 P.T. #2 ABU88 W/ (2) - 5/8" ATR* * G = 24335 C7 SYP POST & (18) -16d NAILS U = 2320 C8 3.5 x 3.5 P,L. 1.8E Fb=2400 PSI HDU5-SDS2.5 W/ (14) 1/4" x 2 1/2" SDS WS & 5/8" EPDXY 5645 (WOLMANIZED IF EXT.) ANCHOR, OR ATR** 3.5 x 5.25 P.L. HDU5SDS2.5 W/ (14) 1/4" x C9 1.8E Fb=2400 PSI 2 1/2" SDS WS & 5/8" EXOPY 5645 WOLMANIZED IF W. ANCHOR, OR ATR** C10 3.5 x 7 P.L. 1.8E Fb=2400 PSI HDU8-SDS2.5 W/ (20) 1/4" x 2 1/2" SIDS WS & 7/8" EPDXY 6970 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** C11 5.25 x 5.25 P.L. 1.8E Fb=2400 PSI HDU8SDS2.5 W/ (20) 1/4" x 2 1/2" SDS WS & 7/8" EPDXY 7870 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** 7 x 7 P.L. HOU8-SDS2.5 W/ (20) 1/4" x 92 1.8E Fb=2400 PSI 21/2"SDS WS & 7/8" EPDXY 7870 (WOLMANIZED IF EXT.) ANCHOR, OR ATR**' GENERAL COLUMN NOTES 1_ SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 LINO ON PLAN_ 3. NAIL BUILT UP STUDS PER DETAIL WF37/S-3 4. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2" ATR 6" EMBEDMENT FOR 5/8" ATR 8" EMBEDMENT FOR 7/8" ATR 5. IF [01 COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 6. SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7, SAME NOMINALSIZE PARALLAM COLUMNS (1.SE) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL DIA. / LENGTH PNEUMATIC GUN COMMON vs. GUN APPLICATION NAIL DIA.-LENGTH NAIL SPACING 8d 0.131" X 2 1/2" 0.131" X 2 1h" SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS 10d OR 12d 0,148" X 3" 0.131" X 3' SEE PLAN BLOCKING & TOE OA 48" X 3'A" 0.131" X 31A" NAILS & TOP PLATE 12d 0.148" X 31/d" 0.131" X 31/a" 8" O.C.(COMMON) STUD WALL 6" O.C. GUN NAIL CORNERS 10d 0.148" X 3" 0.131" X 3" 8" O.C.(COMMON) STUD PACK 6" O.C. GUN NAIL COLUMNS 16d 0.162" X 31/z" 0,131" X 3'A" (2) 16D(COMMON) SEE PLAN (3) 16D ( GUN NAILS) BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS (2) - 2 x 8 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) M1 OSB FLITCH PLATE. NAIL SIMPSON LSTA18 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. - 2 x 10 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) C(2) BM BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR 12) SIMPSON HETAt6 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 2 x 12 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) M3 OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 1 3/4" x 11 1/4" LVL CONNECTION: PROVIDE (2) 2.0E Fb=2600 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) M4 TOGETHER USING (2) ROWS SIMPSON HT520 TO WOOD POST 1/4" x 3 1/2" SOS WOOD OR (2) SIMPSON HETA16 TO CMU SCREWS @ 16" O.C. TYP, COL. U.N.O. ON ROOF PLAN. EACH SIDE. (2) -13/4" x 11 7/8" LVL CONNECTION: PROVIDE (2) M5 2.oE Fb-2500 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) TOGETHER USING (2) ROWS SIMPSON HTS20 TO WOOD POST 1/4" x 3 1/2" SDS WOOD SCREWS @ 16" O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL, U.N.O. ON ROOF PLAN. (2) - 1 3/4" x 116" LVL 2.oE Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) BM6 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 3 1/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS @ 16" O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. GENERAL BEAM NOTES 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN. 4" BEARING EACH END) 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANYWAY WITHOUT WRITTEtI APPROVAL FROM THE E.O,R, HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 42 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H2 (2) - 2X8 #2 SYP SEE GENERAL HEADER NOTE #5 WI 1/2" FLITCH PLATE THIS SHEET H3 (2) - 2X10 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H4 (2) - 2X12 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET (3) - 1 3/4" X 11 1/4 ATTACH TOGETHER W/ (2) ROWS 1/4" X 3 1/2, H5 LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 16" O.C. TYP. EACH SIDE (2) - 1 3/4" X 9 1 A ATTACH TOGETHER WI (3) ROWS 1/4" X 3 1/2' H6 LVL 2.DE Fb=2600 PSI SDS WD SCREWS @ 16" O.C. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS & STUDS REO, AT OPENINGS 2x4 WALL 2x6 OR 2x8 WALL OPENING JACKS KINGS JACKS KINGS SIZE EA. END EA. END EA. END EA. END (1) (2) (1) (2) W-O" 9'-O" (2) (3) (2) (2) (4) (3) (4) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE 1st FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS UNO ON PLAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/S3 5. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12" o-c. ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER. 6. FASTEN ALL HEADERS TO KING STUDS WITH (3) 12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. I 3X5 u F.G. I 0 cY) SHWR FLOOR PLAN SCALE: 1/4" = V-0" ELEVATION "A11 & 111311 L; ) +26.5 / -28.8 O +26.5 / -34.4 +24.8 / -27.1 O +24.8 / -31.1 O+24.3 / -27.5 O +23.3 / 26.0 NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE "ALLOWABLE" PRESSURES WALL LEGEND FRAMED WALL BEARING FRAME WALL ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. MASONRY WALL I GENERAL NOTES 1. R302.5.1 Door from garage into house must be a minimum 1 3/8" solid wood door, solid or honeycombcore steel door, or 20 Minute fire rated door. Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic space and soffits is not acceptable. Ventilation shall be permitted to exit through the soffit if solid soffit is installed 5'-0" on each side of the venting. R302.6 The garage shall be separated from the residence and it's attic as required by Table R302.6. From the residence and attics by not less than 1/2-inch (12,7mm) gypsum board applied to the garage side. Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch (15.9mm) type X gypsum board or equivalent. Where the separation is a floor -ceiling assembly, the structure supporting the separation shall also protected by not less than 1/2 inch (12.7mm) gypsum board or equivalent. R312.2.1 Window sills In dwelling units, where the top of the sill of an operable window opening is located less than 24 inches above the finished floor and greater than 72 inches above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following [3 listed methods]. R308.4.2 All windows within 2'-0" of doors and In shower or tub areas will be safety tempered glass Ceiling for exterior entries and covered porches to have 7/16". span rated OSB nailed per zone on roof diagram nailing schedule or 5/8" CDX. 1X T&G acceptable for substitution. EC: R402.2.4 Access doors from conditioned spaces to unconditioned spaces (e.g., attics and crawl spaces) shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces. M1502.4.5 Duct length The maximum allowable exhaust duct length shall be determined by one of the methods specified in sections M1502.4.5.1 through M1502.4.5.3 9. Callings for exterior entries and covered porches to be 7/16" OSB on underside of roof trusses shall be attached to all framing members with 2x blocking provided at perimeter. The OSB shall be attached w/ 8d nails at 6" O.C. field and 4" O.C. at edges or 7d screw shank 3" O.C. field and 4" edges. Vinyl ceiling to be attaches to OSB per manufacturer specifications AREA CALCULATIONS LIVING 2523 S.F. I TOTAL LIVING (AC) 2523 S.F. I GARAGE 620 S.F. COVERED ENTRY (BASE) 63 S.F. COVERED PATIO/LANAI 200 S.F. TOTAL AREA UNDER ROOF 3406 S.F. N O_ CN CV >l m m. c .o (9 1;4- O ti W .N-1 0G0 r- W s�0 00 m y c E c �'q (M t3 O p O 6O� J � J LL J LL - Wv �i'y N -Icoo 0LOW -m §m� 7N�'S• R, W O_ a�a°c �UJ OVG Uj d " ° W C :� LL. o. Vi VJ _t5 Lys Ury2_/ 2.6 Z � O � In t Cy�� iL 3 N° o ~' W c.c_ W C) J J W.M W��� gLID (� ?� IL m m L, __j I �?8e' a 4) IDY WU J 11 CA IF] ° �'7� WWWFDSENGCOM El 0 �2 19 Z o Z O 10 N `Q0 Q �( rti N t1) UI m w w � "0 w t/yq c m U - N E Fes- 00 y. U o c WIt in Q N Ci to 1A,\-DAMS HO E�S FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCI E ♦ I Job Information: ry O z W z OLO LO m�- i V M c-I d � � E v i F-�Um .... ¢ N 4) a 0 J LLl M oo o LL _I m /� U) (r) Model Name / Number: 2508 Tj Plan Issue Date: Monday, July 12, 2021 ♦ KA PROJECT NUMBER: 214932 Sheet: 2 Of: FLOOR PLAN I GENERAL FOUNDATION NOTES (U.N.O.) I LAV. C/0 2" VTR LAV. 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2 4" 2500 PSI CONC. SLAB W/ 6X6 10/10 W W M, OR FIBERMESH /FIBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND NER-284 FOR FIBERMESH OR NER-414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER. GC SHALL PROVIDE APPROVED SOIL OR BORATE TERMIT TREATMENT. 3 • INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR. TO BEAM W/ (1) #5 REBAR TYPICAL ABOVE SLAB, HOOKED FTG. DOWELS 17" EMBEDMENT W/ 30" EXT. ABOVE SLAB. 4 CONSULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE U.N.O. ON PLAN. 6 CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONCRETE OR IN EXTERIOR CONDITIONS). CONTROL JOINTS TO BE 1/8" SAW CUT A DEPTH OF 1/4 OF THE THICKNESS OF THE SLAB AND SPACED MAX. 10' APART. FILL CUT W/ APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD, 7 NO WOOD STAKES PERMITTED IN FOUNDATION. 8 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. 9 ALL FOOTINGS SHALL BE MIN 12" BELOW FINISHED GRADE SECTIONS R403.1.4.1 THROUGH R403.1.4.2. 10 MASON TO COORIDATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB 11 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY 12 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95'A OF MAX_ DRY DENSITY AS DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR ) THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF_ FOOTING SCHEDULE MARK SIZE DEPTH REINFORCING GRAVITY CAP. Ibs F1.0 1' 0" X CONT. 1'-0" 2 95 E.W. BOT. 2000 F2.0 2'-0" X 2'-0" 1'-0" 3115 E.W. BOT. 7200 F2.5 2'6" X 2'6" 1'-0" 3 95 E.W. 60T. 11000 F3.0 3'-0" X 3' 0" 1-0" 4 95 E.W. BOT. 15600 F3.5 3'-6" X 3'G" 11-0" 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'A" 5 #5 E.W. BOT. 34500 F5.0 5'-0" X 51-0.. 1'-4" 6 #5 E.W. BOT. 1'-4" 7 45 E.W. BOT. Ell LEGEND INDICATES SINGLE -STORY FOOTING ® INDICATES TWO-STORY FOOTING INDICATES PAD FOOTING SHWR. s' 3„ l2" VTR SINK D.W. TUB W.C. '� 4J `411 �`�Il 1 " VIN TO SAN. L.T. I 3" SEWER WASH. I LAV. W.C. PLUMBING RISER NITS 2" VTR W.C. TUB LAV. LAV. 311 C/0 FOUNDATION PLAN SCALE: 1/4" = 1'-0" ELEVATION "A" & "B" 'moo- N ((O LOA c c W : to N 00 m5 as I" Lo 00 I'_ a V r WEOi � c N m (,� O d 01 J LL_ J ll_ J LL , Na 89 6 � y coS�--. .$��m j-� Z M.�Nr W W d N Qa�c ym�W IL °,"w � S . �LL J O \ O 13 C9�4rn� ° W X 'S x T y P4a Q O Y �N c' -2 m ec .o N m N `o 'S I- = O u,"s"W p ,5 r {II�� III ir m O m W J p a 04 ,n °�3B "'8mv Ov J Cn A U WWW.FDSENG.COM 0 r 19 Z 0 — O O Z N Z a.. Go rry __j � l' h z I tJ7 � m i^ , cn " 1.1.7 - (� c 0 C6 w UthA Lv ~ J rmrLi®s M o w (o = OZ N COD It1' Q N o w f - \E)AMSr HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCI E ♦ Job Information: o L Lo In c) cn °41 �— T4 a E 0- OJLLJm M o Jm(1)t� ♦ I Model Name / Number: 2508 ♦ I Plan Issue Date: Monday, July 12, 2021 ♦ KA PROJECT NUMBER: 214932 Sheet: 3 Of: FOUNDATION PLAN LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING A RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING S.F. LIVING = 2,508 x 3 = 7524 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 200 GEN LIGHT'G & RECEPT. + APP. CIR. = 36,524 SUBTRACT 100 % OF FIRST 10,000 10,000 A= 26,524 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP) 10,000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS @ 100% = 10,000 + 40% OF "A" _ (.40 x 26,524) =10,610 +100% OF "B" _ (20,000) = 20,000 TOTAL WATTAGE = 40,610 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 170 200 AMP PANEL PROVIDED HOSE BIBB NOTE: KEEP COACH LITES OUT \ OF BANDING, QUOINS, AND ROUND COLUMNS WHEN \ POSSIBLE, REFER TO ELEVATION FOR TRIM. w F- w v w J W COACH LIGHT '"_ _ ---__ - -- - _-- - ----'. _ _ _ COACH LIGHT ELECTRICAL PLAN SCALE: 1/4" = 1'-0" ELEVATION "A" & "B" ELECTRICAL NOTES. UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FBC R314.1 AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCIs (ARC FAULT CIRCUIT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUITS IN ALL DWELLING UNITS PER NFPA 70 (CURRENT EDITION). 7. PROVIDE TAMPER RESISTANT RECEPTACLES AS REQUIRED BY THE NFPA 70 (CURRENT EDITION). 8. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED IN ALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70. SUCH DEVICES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 9. R315.1.2 COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED AND LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. 10. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 11. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 12. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 13. CHAPTER 45 PRIVATE SWIMMING POOLS - OUTDOOR SWIMMING POOLS SHALL BE PROVIDED WITH A BARRIER COMPLYING WITH R4501.17.1.1 THROUGH R4501.17.1.14. 14. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' OF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLETS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THAN 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. ELECTRICAL LEGEND ® SMOKE DETECTOR SINGLE POLE SWITCH CM CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH � FLOOD LIGHT $4 FOUR-WAY SWITCH $DM DIMMER SWITCH FLUORESCENT LIGHTING } CEILING MOUNTED FIXTURE D H 0 u nTRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTU R E 110 VOLT DUPLEX o CEILING FAN OUTLET 110 VOLT SPLIT SWITCHED OUTLET I.I W GROUND FAULT INTERRUPT V) uj 2 DOOR BELL CHIMES WP WATER PROOF W/ GROUND FAULT L) 220 VOLT OUTLET a— DOOR BELL ® SPECIAL SERVICES OUTLET DI0SP DISPOSAL aT.V. CABLE OUTLET LD DISCONNECT SWITCH -44 TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING J JUNCTION BOX WP WATER PROOF RECESSED LIGHTING O THERMOSTAT BATH FAN O LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT I C INTERCOM SYSTEM ® L.E.D. DISC LIGHT ® GARAGE DOOR PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED SAME A$ UNDERGROUND WITH ELECTRICAL CONTRACTOR 200 AMP SERVICE METER UNDERGROUND SERVICE BY --I POWER COMPANY INTERSYSTEM BONDING TERMINATION MAIN )CONNECT 200 AMP 200 = 2/0 COPPER OR 4/0 ALUMN, IN 2" CONDUIT DISCONNECT # 14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL —#12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # S COPPER TO RANGE /� # S TO HVAC �#4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD W/ MIN. & 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. cv 0 N N 0 d n o n �2,8= n � o eNi 00 r- ccW a 91 U r— 00 .00 r ��aCc a �� Ci6 bn a0 U- LL fi _ C v N n v �.Crn W 9wy — _ w W q how Z.�c Est¢ Z Y �WLo� fQm O ~ w can n in IL8 WT m d' C J d, nm IL ICO2-- 2N (Vi L v h cc ¢ Q a o La N 'ii o 12 0 0, a '0 Cn nm, W U J fn WWW.FDSENG.COM ❑ ❑ ❑ U z — o a Z N 10 � J I f 1O —L N UI m Q) —cl, LL W c o c 0 w UOa J� Z:) 9 m U -N E LU O p 0M0 U , ON2 o W p OD ¢ N o too /'�\DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: IVI PORT ST. LUCI E Job Information: O z �LO C LO W (n `� m \ e-1 d it U z .... 1-�"eU m ¢� N °- -- 0_IWZD JmU)(n m Model Name / Number: 2508 Plan Issue Date: Monday, July 12, 2021 KA PROJECT NUMBER: 21-4932 Sheet: 4 Of: ELECTRICAL PLAN VENTILATION CALCULATION Formula = SF / 300 / 2 * 144 = net sq inches of venting needed equally for intake and exhaust 12 6 TOP OF BLOCK WWI QW HEADH-IGT_ 0 ib 6.0 FIN. FLR. TOP OF BLOCK / 12 48" OFF RIDGE VENT 6 23 SH LITE TEXTURED CEMENTITIOUS COATING 25 SH 48" OFF RIDGE VENT 48" OFF RIDGE VENT ------ W, LITE TEXTURED CEMENTITIOUS COATING LEFT ELEVATION "All SCALE: 3/16" =1'-O" W'DOW HEAD HGT El 00 00 DE i io 25 SH LITE TEXTURED 2650 SH 2650 SH DBL 3050 SH FIN. FLR. CEMENTITIOUS COATING 2868 BRG @ ENTRY I T.O.M. _ 'DOW-HEAD HGT co co FINISH FLOOR TOP OF BLOCK 0 W 00 io FIN. FLR. TOP OF BLOCK 4 oD Z9 FIN. FLR. DBL 25 SH 12 6 --------- T-6/2BAND DBL 25 SH TOP OF BLOC W d EAD_ T e C 00 C FIN. FLR. REAR ELEVATION SCALE: 1/4" =1'-O" 3068 DOOR WITH (2)- 10" SIDELITES & 56" X 16" ARCHTOP FIXED GLASS ABV 48" OFF RIDGE VENT 48" OFF RIDGE VENT i im =0111111111111 000000 00000 ilimmiimmmiiii DBL 26 SH ARCHTOP LITE TEXTURED CEMENTITIOUS COATING 25 SH 8x7 OVERHEAD 48" OFF RIDGE VENT Soffit product provides 4.12 net sq in / sf Ridge vent provides 18.00 net sq i n / If Off ridge vent provides 138.00 net sq in / sf Overhang distance 1.33 ft S.F. of Area to be vented (SF) 3406 s,f. Total needed for exhaust for upper 1/3 817 net sq inches Total needed for intake (soffit area, lower) 817 net sq inches Number of Off Ridge Vents for upper 1/3 needed 6 L.F. of Ridge Vent needed (can be Used in combo with ORV) 45 Lineal Feet of Soffit needed to meet required 149 Lineal S.F. provided by plan 258 LITE TEXTURED CEMENTITIOUS COATING FIN. RIGHT ELEVATION "A" SCALE: 3/16" =1'-O" �II TOP OF BLOCK )W H AD HGT 0 00 FLR. w 0 Q o b o � m —LF.F__ --3 16x7 OVERHEAD FRONT ELEVATION "A" SCALE: 1/4" =1'-O" n s 'm r u°1i co er o rl 00 r- a t GfC WW00 r Lto .00 _ L) T yU cE c ao �- e _ co (0E � O �'j � J JLL LL J LL E $ m'y Z M C W W � os 2• , 'at0_ Q 1"H u.i D. Y tL "� rn In Gs�7a Z O 44�00 NNW N� 7 ,zz „ eo, 'FJ 7"Yi � � O 0 J N w m�E a ,Y 00 ILL Ti 3'c• //�� U F- J F— N� d.5& Z m D) 0 U = c s p-53c ..... .......:...... . .. III El ❑ 1-1 WWW,FDSENG,COM z ryx o F�✓�` z v 10 10 z J all d z rI t �1 -i LL W � 0 W tyt;; Ln c t/) m m �00 ( " •. _LLJ 0 OD U U) o GORY".� Ly Q N O wo P;... DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCI E Job Information: 0 Z 0LO LO LLl o (n y v m m � a E 0" z m m 0 J W m 00 0 L- J M U) U) Model Name / Number: 2508 Plan Issue Date: Monday, July 12, 2021 VI KA PROJECT NUMBER: 21-4932 Sheet: � Of: ELEVATIONS - A SEE DET. TB03 FOR WIND < 155/C M G.C. TO PR( BLOCKING' W/ APA RE( FOR SPAN F SHEATHING SEE "HIP/R BLOCKING" 0 Z W a 20'-0" MAX 20'-0" MAX FOR WIND SPEEDS < 155/C MPH * * ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING THICKNESS IS 15/32".) IF 15/32" IS USED, THEN THE ALTERNATE BLOCKING (PEEDS 'H )VIDE '0 COMPLY :OMENDATIONS ATING OF DGE DETAI L EQ. O Q _ O Z Q O O O "X" DETAIL BRACE TBO1 SEE IL CONTINUOUS BRACING 2 X 2 BOTTOM 4 MIN. SEE CHORD DETAIL TB04— — — — s _ 0 0 O rl X CONNECTOR SCHEDULE FOR: ADAMS HOMES -Model 2508 3CF A TRUSS ID BEARING POINT TRUSS ACTUAL CONNECTORID CONNECTOR UPLIFT DESIGN FASTENERS NOTES UPLIFT -RATING C1-. C5, CIA, CSV- C5V, E7, E7V, G01, :.L/R. -959#or less HETA16/ PER TRUSS MFR 1810# (9) 10 x1-1/2" -H1, H7, H7V, M01, M02 B04, C3C, C1P; C3 P, ESP,.HSP ' L/R - 667 # or less H10A/ PER TRUSS MFR 1040# ' (18) 10d x 1-1/2" (9) 10d x 1-1/2" -: B01, B02;.B05 - 607 L/R - 711 # or less HETA16 / HETA16 1810#/ 1810# - (9) 10d x 1-1/2" (9)lad x 1.-1/2' All : L/R -1018#or less HETA16/HTS20 1810#/1310# .. (24) 10d x 1-1/2" (9) lad x 1-1/2 Al2 -A16, B03 > L/R - 1023 # or less HETA16:/ H10A 1810#/ 1040# (18) 10d x'1-1/2" 10d x 1.1/2 101 - L/R -957#or less H10A/H10A 1040#/1040#.. ,(18) '(18)QOd x 1-1/2 :(20)lad x 1-112" 808 L/R -1270 #or less (2)HETA16/(2)HETA16 - 2365#/2365# (20) 10d x 1-1/2. (20)10dx 1-1/2" A17 L/R 2052#or less (2)HETA16/.(2)HTS20 ;. 2365#/2620# -_(48) 10d x1.1/2 C3A,.C5A L/R -138#or less PER TRUSS MFR (9) 10d x 1-1/2' A01, A01A; A01B, A06 -A08 L/ M / R - 1275 #or less HETA16 / HTS20 / HETA16 1810#/3330#/ 1810# (24) 10d x.1-1/2' '(9)lad x1-1/2' (9)10dx 1-1/2' A02-A05, A10 L/M/R ;. -1147#or less HETA16/HTS20/H10A': 18 10# / 13 10# / 1040# (24)10dx 1-1/2' (18) 10d x 1-1/2 (20)lad x,1.-1/2" A09 L/ M / R 3082 # or less (2)HETA16 / LGT3 / 2365#/3480#/ 2365# :(26) 16d SINKERS & (2)HETA16 (12) 1/4' x 2-1/2" SDS 20 30d x 1-1/2" PBl -P83 -CONT. -264 #or less PER TRUSS MFR A09 SUPPORT COLUMN. M -3082 Nor less HDU5-SDS2.6 5645# (14)1/4' x 2-1/2." SDS WS & 8" MIN. EMBED. :5/8" Epoxy Anchor or ATR (1) 1/2 Wedge Anchor & (8) A17 SUPPORT COLUMN R -2052 #or less DTT2Z 2145# 1/4" x 1-1/2'. SDS Screws TRUSS MANUFACTURER PROBUILD/8P5 DATE OF LAYOUT: DATE OF TRUSS CUT SHEETS:4/28/21 L=LEFT, R= RIGHT &M = MIDDLE BEARINGS. BEARI NG LOCATIONS ARE REFERENCED TO TRUSS MANUFACTURER'S TRUSS DRAWINGS. SIMPSON - CONNECTOR SCHEDULE USP - CONNECTOR SCHEDULE MARK TYPE CONNECTOR & FASTENERS SPF SYP CONNECTOR & FASTENERS SPF SYP OFRAME TO HETA16 w/(9)l Odx1 VOOR 1810 HTA18 w!(10)10d x 11/2"OR 1585 1870 MASONRY HETA20 w/ (9)l ad x 1 112" HTA20 w/ (10)10d x 1 1@" O FRAME TO H2.SAw/(10)8d NAILS 535 0f RI /Aw/(10)SC NAILS 615 585 OR TRUSS BRACINGFRAME FRAME TO H10A wl(18)10d x 1 1/1" 1015 1040 RT16Aw/(17)10d x 1 12" 895 1020 AND ADDITIONAL © FRAME H1DA-2w/(18)1Gdx11/2"AT 2 PLY TRUSSES 930 1ft0 RTI6-2 wl(16)1 adx11/2"AT2 PLY TRUSSES 935 1060 O FRAME FRAMED OCATION INCLJDEI(3) 1(AT EXTERIOR 2d TOENAI S) 860 U EXTER OR LO ATIONIINCLUDE (3),1( dTTOENAILS) 1005 1195 ROOF INFORMATION O FRAME TO MASONRY MGT M(22)10d NAILS AND 5/8" A.T.R. w112" EMBEDMENT SIMPSON"SET"EPDXY 3330 39�5 MUGT15 w/(2B)! Od NAILS AND 518" A.T.R. w/ 1T EMBEDMENT w/SIMPSON'SEr'EPDXY30 4495 SEE SHEET S-4 O FRAME TO H7620 w/(24)10d x'. 112'(AT EXTERIOR 1125 1390 HTW20 w/(24)1 adz11/2"(AT EXTERIOR 1285 1530 FRAME LOCATION INCLUDE(3)12d 7OFNA1S LOCATION INCLUDE(3)12d TOENAILS O FRAME TO (2) HT520 w/(48)10d x 1 1/2" (AT EXTERIOR 2250 2620 (2) H7W20 w1(48)10d x 1 1/2" (AT EXTERIOR 2570 3060 FRAME LOCATION INCLUDE (6)12d TOENAILS LOCATIO N I N CLUDE'.(6)12d I CENAILS(EA) HGT-2w/(16)10dNAILS AND (2)5/8'A.T.R. HUGT2w/(16)10dNAILSAND(2)618"A.7.R. G�w/12"EMBEDMENT./SIMPSON"SET" FRAME TO 10690 w,/12"EMBEDMENT w/SIMPSON "SET" I 7020 9790 MASONRY EPDXY (HG I -3 FOR 3-PLY) EPDXY (HUG73 FOR 3-PLY) OFRAME TO FGTR wI (18) 1/4" x 3" SDS WOOD SCREWS 3400 4725 RFUS wl (12) WS3 WOOD SCREWS AND 7100 MASONRY AND (2) 1/2' x5' TITEN HD ANCHOR BOLTS (4) 3/4"x6" WEDGE -BOLT (1) LGT2 w/ (16) '.6d SINKERS 1 FRAME TO & (7) 1/4" x 2-114" TITEN 2 1750 2030 MASONRY ISEE NOTE #6 BELOW J7_ FRAMF TO MASONRY! (2) LCT2 w/ (32) 18d SINKERS & (14) 1/4"x21/4"TITEN (2 PLY TRUSS) 3500-M 406CI M (2) LUGT2 w/ (32) 16d SINKERS & (10) 1/4"x3"WEDGE-BOLT (2 PLY TRUS9) 3100-M 3100-M FRAME OR (28) 1 Sd SINKERS FOR FRAME �FA) OR (3?) 16d SINKERS FOR FRAMF(FA) 3800-F 4520-F J3 FRAME TO MASONRY / (2) LG73 wl (24) 1/4" x 3" SDS SCREWS & 3d8" x 5" TITEN (2 PLY TRUSS) 4730-M 0570-M (2) LUG73 w/ (24) 1AF x 2 121 W S25 SCREWS & (4)x WB (2 PLY 6480-M 7050-M FRAME OR (B252)'6d SINKERS FOR FRAME (EA) 50.0-F - 6960F OR (56) 16d SINKERS FOR FRAME (EA) 6480-F 7710-F BEAM TO H J410 OPT HUC410 w, r 8) 1 fid & (10) 10d G#2080 HD410 OPT HD4101F wl (20)16d & (101 10d G#308( O BEAM NAILS J#1895 NAILS 01950 OBEAM TO HU410 OPT HUC410 w/ (18) TITEN G#4500 HD410 OPT HD41111F w' (20) 1/4" x 3" G#335E MASONRY 1/4" x2 3/4" & (10)10d NAILS U#1800 WEDGE -BOLT & (10)10d N'AN S U#850 L2 BEAM TO MASONRY/ HU450PT HUC46 w/(6) 1 Od NAILS & (12)1/4" x 2 3/4" TITEN (TO MAS J 0#1640 U#980 G003000 J#1135 H045OPT HU48w/(6)10d NAILS & (12) 1/4" x 2 3/4' TAPCONS (TO MAS.) G#1625 U#1030 G#201f U#850 FRAME OR (12) 18d & (6) 10d (FOR FRAME) SYP-F SYP-M 1 OR (12116d & (6) 10d (FOR FRAME) SVP-F SYP-M TO (2) HETA16 OPT (2) HETA20 (2) HTA16 OPT (2) HTA20 ", OFRAME MASONRY 1-PLY./ (10) x 1 1/2" OR 2365 2365 2365 2365 1-PI wl (1x 1 OR 2430 2430 / 11 2-PLY w/ (12) 16d LY 2-PLY wl (12) 18d d HTSM16 -1 (8)10d NAILS AND (4)114"x21/4" 955 1110 H7WM16 w/(8)l ad NAILS AND (4) V4"x13/4" 1145 1225 TO TAPCONS WEDGE -BOLT OFRAME MASONRY on OR HTSM20 wl (10)10d NAILS AND (4) 1/4"x2 1/4" IAPCONS 995 1110 HTWM20 w! 110)16d NAILS AND (4) 114"x1 3/4" WEDGE -BOLT 1145 1225 0 FRAME TO H10S w/ (8) 8d x1 1/2" NAILS AND (2) 318"x4" 780 910 MASONRY TITAN HD FRAME TO DTT2Z wl (8)1/4"x1 1/2" SDS WOOD DTB-TZ w/ (8) 114" x1 1/2" W515 W00D ® MASONRY SCREWSAND(1)1/2'OA.T.R. EPDXIEDw/ SIMPSON "SFT"(SEE NOTE #4) 1935 2145 SCREWS AND (1) 112"0 A.T.R. EPDXIEDwl 5 MPSON "SIFT' SFF NOTE #4) 1510 1935 FRAME TO HTT5 M (26) 16d x2 1/2" NAILS AND (1) 5/8" B HTT45 w/ (26)16d x2 '12" NAILS AND (1) "SET' 0 MASONRY AT.R. EPDXIED w/ SIMPSON "SET' (SEE N 07E #4 BELOW) 4375 5090 5/8"0 A.T.R. EPDXIED w/ SIMPSON (SEE NOTE #4 BELOW) - 5005 FRAME TO HTT4 wl (18)16d )C2 1 r2' NAILS AND (1) 518" B "SET" HTT45 w/ (18)16d x2 1/2" NAILS AND Ill "SET' ® MASONRY AT.R. EPDXIED V SIMPSON (SEE NOTE #4 BELOW) 3640 4235 5/8"0 A.T.R. EPDXIED w/ SIMPSON (SEE NOTE #4 BELOW) - 4160 O FRAME TO H10Sw/(24)10dx11/2'NAI.S 785 910 LUGT1w/(23)8dx11/2"NAILS 875 1045 .-. FRAME ro...=r., uneorr..,//nn vn 4� m"cna wnnn cTreiu ",r m��nn„11/9"NOIISR I ydc_ (9 N cp CD O LD c c j O r- Do 8 "; -S m 4( O a cc N 1�-4 6 N d 0U_ + 00 _J _J U_ _J LL o b m (� 0LO00 a p W a p 0000 �� c;R C W a ppOyC 018r, W Q 1; �N{y p p ZLvxC, O- (n Uj (Y TO 0 ~ Y m� �� m v_� rn a o�r� d W on m m N In u O jr m O DO W J '.9 3� £ 0 y C LL In 2 CN M N Q DO d Q w u m U E'H WWW.FDSENG.COM El 1:1 1-1 �2 n I z CD — O 70 00 `0 Z Z N l LAJ " 0 � 4✓ 0 — — W Lu U(9ii V) R3 Lv _ M J (y) �. U (� E Lij M OAZ F— j GO 00 -.� U o c et .% �, Q < (V 6 a "\AMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCI E ♦ Job Information: NO O F_ z �LO w 0 0) m tl- M +r z ...... N _ a 0JWZ) M U_J m ♦ Model Name / Number: ♦ I Plan Issue Date: Monday, July 12, 2021 ♦ KA PROJECT NUMBER: 21-4932 Sheet: 6 Of: ROOF PLAN A 0 SIMPSON HETA 16 2x6 #2 SYP P.T. EACH END W/ (2) Y2'x5" SEE FLOOR PLAN WEDGE ANCHOR 0 FOR BEAM SPEC. OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT W/ WASHER. MIN. 6 PER J •. •" r TRACK TO JAMB. "` ��� • ' • ' (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" o 4 P "J" BOLTS WASHERS SET IN o �' FILLED CELL W/ #5 TYP. FILLED CELL MIN. 5 PER JAMB. VERTICAL o ;� SECTIONAL ' o OVERHEAD CONT. P.T. #2 WOOD SYP 2" X 6" DOOR TRIM -- 2"x6" P.T. WOOD JAMB `� • r;. •",• •,,. , N O AND CONNECTION PER " CADOOR GARAGE DOOR MANUFACTURER GARAGE SLAB H c TYP. GARAGE DOOR TRACK MOUNTING DETAIL a 0 NOTE: DETAIL CD22 / 5-2 MAY BE SUBSITUTED FOR THIS DETAIL - UNLESS NOTED OTHERWISE MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T,S. CD21 ENTRY CMU COLUMN/BEAM N.T.S. Vi t0 It O 0 LO atc�� eN-1 00 a III C9 r- GO fir"' w F co oa'o� �# �# 40 .��UcW N0, J J J U N C5 o7 u- LL J_ € 0 gcOz° Lo w �. �tga 0°nmo� a `S Ic I.- C 4 1�-� u1 iI) � � LL 'yrL BLOWN -IN R-30 INSULATION PER FBC 9 € s m c o r O AND ENERGY FORM SUBMITTED WITH 0 8 , PERMIT APPLICATION PROVIDE BAFFLES 8 (° .w O m m --BLOWN-IN R-30 INSULATION PER 12 AT EAVES (FOR VENTED ATTICS) o " 2 " Z FBC AND ENERGY FORM SUBMITTED FIBERGLASS SHINGLES OR o.Tia-- mMU J a 6 13 ° � 0 12 WITH PERMIT APPLICATION SEE PLAN TILE ROOF (PER ELEVATION) u mm�.$ z U J , PROVIDE BAFFLES AT EAVES OVER APPROVED UNDERLAYMENT UJ SEE PLAN (FOR VENTED ATTICS) PER FBCR 905.1.1.1 OVER APA www.r�sEn6.ConsEl El El PRE I@ ROOF SHEATHING -SEE SCHEDULE- z ' —FIBERGLASS SHINGLES OR ' TILE ROOF (PER ELEVATION) TRUSSES 24E0 GOOD [RSH] - ON FRAMING SHT. FOR ; SHTG &FASTENERS. OVER APPOVED UNDERLAYMENT o 0 o PRE-ENG. WOOD PER FBCR 905.1.1.1 OVER APA10 ROOF SHEATHING - SEE SCHEDULE- TRUSS ANCHOR (SEE PLAN) SEE PLAN FOR z N f 24 O.C. ON FRAMING SHT. FOR _ _ ' BRG � .r TRUSSES @ SHT'G &FASTENERS. � 5/8 OR 1/2' DRYWALL • TRUSS ANCHOR (SEE PLAN) HIGH STRENGTH CLG BOARDLO '" ' ° ETAL DRIP EbGE z N I f TO BE INSTALLED ON OUTSIDE FACE FELT PAPER OR TRUSS PLATE �� 2X SUBFASCIA (TYP.) FRAME FOR BUILT-UP C9 m �, — - — - — - — - � • 3/4" P.T. NAILER SOFFIT. SEE ARCH. CORNERS min (3) 2x4 OR 10 o ` PLANS 4x4 / 24 POST UNDER EA wx 5/8" OR 1/2" DRYWALL HIGH STRENGTH CLG --*-METAL DRIP EDGE 1/2" DRYWALL r ell CURTAIN NAILER A 8 x 8 x 16 K.O. LINTEL BLOCK 2 X 4 P.T. PLATE KEEP IN 3/4" FOR SHEATHING END OF SUPPORTING BEAM. NAILED w/ 8d NAILS @ 6" V — A,_ 2 0 uj BOARD FINISH O.C. 2x SUBFASCIA 1 x 4 P.T. @ WINDOWS h O.H. W/ (1) #5 DIA. REBAR & AND LATH WITH ~ CONNECT ALL 2x STUD TO TOP PLATE WITH (4) ARCH. SOFFIT. SEE A 1 x 8 P.T. @ S.G.D. " " SEE ELEV 300D PSI CONCRETE (TYP.) ALL SIDES / i b \ \ (TYP.) FRAME FOR COR- �° /j \ 0 NERS FOR NON LOAD.;,, J'm m W N O o 1Gd TOENAILS PLANS PRECAST' U LINTEL " SEE SCHEDULE " e vo \ �O ° n ° BEARING SIDES NAILED _ � o ~ _ 00 - 1/2" DRYWALL " i , c/b• o d. 0 0. " � iz SEE PLAN FOR HEADER SIZE " N < v o �' w/ 16d NAILS C«� 8 O.C. (� o � 2 p. J QO 0 d. 000 4 Q N 0 \\ OPTION: O.H. 15/32" OSB EXPOSURE 1 ON EXT, WALL W/ ALL EDGES BLOCKED. 1/2" x 8" J-BOLTS (1) CENTERED EA. � i (TYP.)4 COURSE HIGH A.F.F. , � . ADAMS [HOMESMAXIMUM OF (3) - 2X PLATES MAY BE SEE ELEV. SEE TB13 FOR NAIL ATTACHMENT. SIDE w/2" WASHERS CMU BASE FILLED w/ CONC _ ADDED BELOW THE HEADER W/ EACH (OPTION) STAPLE: 16 GA. 1 3/4" r r (P) v W/ (4) VERTICAL RENF w/ _ — ___..f PLY ATTACHED W/ (2) ROWS OF 16d STAPLE @ 2" O.0 EDGES AND FIELD. NOTE: 44' MAX. SILL HGT. ON r FILL CELL -(1) #5 DIA. HOOKS INTO FTG & AT TOP FLORIDA CONTRACTORS LICENSE NO. CRC1330146 NAILS AT 8„ O.C. ALL BEDROOM WINDOWS. REBAR W/ 3000 PSI OF COLUMN PLAN Al-A1 3000 GULFBREEZE PARKWAY N „ CONC. ALL LOCATIONS SHOWN ON FOUNDATION GULFBREEZE, FLORIDA 32563 VINYL FRAMED WINDOW w/ SCREEN " & FLOOR PLANS DIVISION LOCATION: (G,C. TO VERIFY W/ FLOOR PLAN LA" PORT ST. LUCI E LOCATION OF OPENINGS IN SIMPSON LSTA30 SEE FLOOR PLAN EXTERIOR WOOD WALLS. IF NO ' w/11-10d TO BEAM a FOR BEAM SPEC. ♦ Job Information: OPENINGS ARE INDICATED, FULL & TO FRAME BELOW STUDS ARE REQUIRED). e NOTE: 44 MAX. SILL HGT. ON r ALL BEDROOM WINDOWS. VINYL FRAMED WINDOW WINDOW STOOL W/ SCREEN CEMENTITIOUS DECORATIVE PER SPECS h PRECAST CONC SILL FINISH 7/8" THICK PER ASTM C-926-98A PAPER BACKED FOIL 1 " —2X STUDS (SEE FLOOR PLAN FOR INSULATION AT CMU BLOCK WALL LA MORE INFORMATION). SEE TB13 PER FBC AND ENERGY FORM JEXTERIOR SUBMITTED WITH PERMIT N 1/2" DRYWALL ON SHEET 6 APPLICATION r (SEE ELEVATIONS) LO FOR NAILING INFORMATION FOR FTG. DOWEL #5 DIA. REBAR W 0 0) ++ U R-13 INSULATION AT EXTERIOR WOOD FRAME WALL PER FBC WALL SHEATHING. P.T. 2X #2 SYP. BASE PLATE 1 x 2 P.T FURRING 1 X 4 P.T. 17" IN CONCRETE - 25" EXTEND (ACT 530) ABOVE , m AND ENERGY FORM SUBMITTED w/ 1/2 x 8 A.B. (OR 1/2" x 8" TITEN BASE NAILER SLAB. ALL LOCATIONS SHOWN SIMPSON HETA20 Al Al BUILT-UP CORNER MIN (3) 2x4 EL E WITH PERMIT APPLICATION HD) w/2" WASHER AT 32" O.C. SEE WS07 WOOD BASE ON FOUNDATION PLAN w/10-10d TO COLUMN POST , ° OR 4x4 POST w/ 2x4 UNDER Q WOOD BASE MIN. 5" FROM END - i EACH END OF BEAM I"- m FOR TERMITE SHIELD , SEE FOUNDATION PLAN FOR a O J 00 O SEE FOUNDATION PLAN FOR SLAB INFORMATION TOP OF SLAB SLAB INFORMATION _ TOP OF SLAB NOTE: 2 X 4 P.T. PLATE ° `\ M ' ) r /� vWJ BOTTOM STRAPS MUST BE V1 Model Name / Number: INSTALLED ON INSIDE OF 00 GRADE COLUMN. DO NOT BEND GRADE o STRAPS UNDER PLATE. 2508 N PLACE STRAPS IN FILL /° ♦ Plan Issue Date: CLEAN N o SEE PLAN FOR '' CELLS w/#5 REBAR °�;,•' °° °; �� ` (TYP°)4 COURSE HIGH CMU BASE ', ',, Monday, July 12, 2021 COMPACTED .� 4 � � c� .RE -BAR QUANTITIES ° a ° J , , �! , , • , .; ,� , , FILLED w/ CONC -SEE PLAN FOR FILL °��- •; • • ' SIZE. TOP OF COLUMN BASE ♦ KA PROJECT NUMBER: SEE PLAN SEE FOUNDATION +' • ' 2'-0" AFF ° " SEE FOUNDATION PLAN' 16" S PLAN ° ` ' . 21-4932 FOR FTG REQUIREMEN`" NOTE. DETAIL CD21 / S-2 MAY BE SUBSITUTED FOR THIS Sheet: Of: DETAIL - UNI ESS NOTED OTHERWISE S-2 WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4"=1'-0° WS01 TYPICAL WALL SECTION - 8" CMU 3/4"=1'0" CD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE N.T.S. TYPICAL FRAMING DETAILS INSULATION AT EXTERIOR WOOD FRAME WALL PER FBC INSULATION AT EXTERIOR WHEN REQ'D RECESSED AND ENERGY FORM SUBMITTED WOOD FRAME WALL PER FBC PRE -CAST LINTEL SIMPSON SP2 TOP WITH PERMIT APPLICATION AND ENERGY FORM SUBMITTED AND BOTTOM. TYP. STRUCTURAL WITH PERMIT APPLICATION NOTE: MAY CUT BACK 2x8 P.T. @ @ EACH 2X CRIPPLES (3) 16d COMMON SHEATHING TOP TO ALLOW CONT. 2x4 BLKNG @ 16" O.C. NAILS(TYP) 8" D BLOCK TIEBEAM AROUND CURVE. MIN, 2 TITEN CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) SEE TRUSS PLAN W/(1) 45 REBAR U.N.O. ANCHORS TO 2x8 r,l r, r,l ' ' OR CONNEC ON FRAME OUT TO a BLOCK EDGE ' FRAME OUT TO BLOCK EDGE LINTEL SHEATHING s (SEE PLAN) ®� ,,--HOCADTIONPER � A TACHE PER NAIL NG e 7/16" O.S.B. 2x8 W/ (3) 12d SCHEDULE T813 ON EA. SIDE TOENAILS EACH END �® ®® SHEET 6 ® ' STUD ANCHORING: 7/16" OSIB W/ 6d STUD TO TOP PLATE: NAILS C<+� 16" O.C. INSULATION AT EXTERIOR SIMPSON SP4 2 X 4 #2 SPF KNEEWALL WITH INSULATION AT EXTERIOR 2X 6LK'G. 7/16" OSB W/ 6d WOOD FRAME WALL PER FBC STUDS @ 16" O.C. W/ WOOD FRAME WALL PER FBC o HEADER TO SIDE &TOP NAILER AND ENERGY FORM SUBMITTED TO O.S.B. NAILS @ 16" O.C. AND ENERGY FORM SUBMITTED , STRUCTURAL SHEATHING ON W/ 2 $d TO SIDE & TOP NAILER (SEE PLAN) ® 2x W/ (3) 12d ® WITH PERMIT APPLICATION 2 X 4 SPF BOTH SIDE FROM TOP OF WALL WITH PERMIT APPLICATION EA. END TOENAILS EACH (WHEN EXTERIOR WALL IS AT 16" O.C. 7/16" O.S.B. END TYP. TO BOTTOM OF BEAM, ATTACHED ; (WHEN EXTERIOR WALL IS EDGE VIEW 2x4 SPF CONTINUOUS EXPOSED TO INTERIOR SPACE) PER NAILING SCHEDULE. BLOCKING ATTACHED EA. SIDE EXPOSED TO INTERIOR SPACE) 2 X 4 P.T. ; STUD TO BOT PLATE: ' TO 7/16" OSB W/ (2) 8d 2x4 SPF CONTINUOUS SIMPSON SP4 SEE PLAN FOR NAILS. SEE DETAIL ABOVE 2X BLK'G. TO O.S.B. BLOCKING ATTACHED BEAM SIZE W/ 2 - 8d EA. END TO 7/16" OSB W/ (2) 8d NAILS. SEE DETAIL ABOVE LINTEL �:• 1/2" X 8" y BUILDER FRAME 2x BUCKS SEE MS11 EDGE VIEW RADIUS AS REQUIRED FOR MORE INFO BACK FROM FACE OF BLOCK ANCHOR BOLT F ---u 7'-0" MAX C� 32" O.C. WINDOW OR DOOR OPN'G FOR SHEATING TO BE FLUSH ' WITH BLOCK FACE 8" CMU WALL ---2x BUILD -OUT BEYOND WINDOW OR DOOR OPN'G ==l'-G' WF38 KNEEWALL @ ENTRY FRONT WALL WF01 DETAIL @ ARCH WINDOW FRAMINGN.T.s, WF02 DETAIL @ ARCH WINDOW FRAMING N.T,S. WF21 KNEEWALL @ ENTRY FRONT WALLN.T.S. N : t N t-i 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 a STRUCTURAL SHEATHING (SOLID BLOCK w/ 2x6) 48" 7/16" MIN. NAILED W/ 8d M/N COMMONS @ 3 O.C. @ 2x4 STUD EDGE & 6" O.C. FIELD RUN PER PLAN FULL SHEET FROM 2x4 BEYOND AGAINST 2x8 STUDS OP SPLICE BOTTOM OF FALSE BEAM OUBLE 2x8 � NOTE: @ALL EXT. CONDITIONS ATTACH 2x STUC)S � TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. — TOP PLATE SEE GE05 FOR `� N SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD STANDARD `�\ ��l (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO GABLE END PER PLAN T ` TOP PLATE W/ 8d 2 1/2" x 0.131 NAILS (SIM. w/ 2x6 FRAMING I `� ��\ *NOT REQ'D. WHEN QT SYSTEM IS APPLIED I STUDS) 2x4 w/ 2 ROWS OF c m o d 12d NAILS @ 3" O.C. WOOD BEAM SEE `W ` a F a 'n 00 t" TOP PLATE TRANSITION SIMPSON Huc410 OR (z) PLAN FOR SIZE , ' 5 ° . 2 r, ;' a` 0, � J J ' HUC210 ����Q U brn Ci' -L w TO BUILT-UP COLUMN E � sy + N 1 o PIPE OR DUCT w/ OUBLE 12d ; 3 m =° ; Lo 0 = N p c w a F , ^� SUPPORT COLUMN BUILT-UP MIN• �+ . - ° ° + +1 u� PENETRATION THRU TOP SPLICE "� ' (3) 2x4's OR 4x4 W/ (2)-10d ° ° o Q + +1 N TOP PLATE w/ MORE N 3 i " o�LL�w s �. -S�o 0_ w I � , NAILS @ S O.C, EACH PLY t m � � ci I O THAN 50% OF TOP ''' 2 ROWS 12d , (SHOWN AS 4 x 4) � p 2X TOP PLATE TO ,) 0 PLATE WIDTH INSTALL @ 3" O.C. ' ' I "_ _ La o W 9 O ~ w I 3 GABLE END W/ 16d I >- SIMPSON PSPN516Z , (2) SIMPSON HETA20 s N ; W1 NAILS @ 6" O.C. I a TW/ (12) 16d NAILS TYP. �''tij/ ' ;' w/(12)-16d EA, TO COL a III w 00 m k'i ' `ai ALT: (2) MSTAM36 STRAPS �. 9 = '' "��.� Q d — — — m BOTTOM SPLICE TYPICAL BLOCK , n Y g ° Q = o TOP & BOTT. • ` ` � � ' ' � CENTERED w/ (13)-lOd NAILS � � � ` a ° -' i,F+ 1 + + " NOTE: @ALL EXT. CONDITIONS ATTACH 2x STUDS WALL ' Ea TO COL. " „ as J +I + + TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. OVER STUD x�xnras \ i* TIE BEAM c L c o W SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ ;'W WWW.FDSENG.COM 2X4 STUDS @ 24" O.C. (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO W/ SINGLE BASE & TOP \ o TOP PLATE W 8d 2 1 2" x 0.131 NAILS PLATE W/ PLYWOOD * NOT REQ'D. WHEN QT SYSTEM IS APPLIED z 0 0 SHEATHING COVERING NOTE: N PLATE LENGTHS MUST BE AT z j���j,,,////"'' LEAST 8'-0" LONG. TYPICAL Q ° J � - GE15 FALSE BEAM AT GABLE END N.T.S. WF17 TOP PLATE SPLICE DETAIL 3/4" = 1' o" CD04 BEAM @RAISED ENTRY MASONRY WALL N.T.S. — 0 ll) 0 M cn -, UU 0 Uj 2x8 SYP #2lu TOP & BOTTOM M m ATTACHED W/ (= c � m (1) ROW 16d 2x6 SYP. #2 v N E `° NAILS C) 16 O.C. RIPPEDco L BOX HEADER DETAILco c (now Q Now 1" 1/x" 11fz * CRIPPLES MAY/MAY NOT BE PRESENT. 71, 1 KING 7/16" O.S.B. VERIFY HEADER ELEVATION I..,1N,�-DAMS O IF ONLY ( ) USED AT EA, SIDE (1) JACK 2X BLK'G. 4 � � EACH SIDE OF OPENING G.C. TO TO O.S.B. W/ 2 - 8d INSTALL (3) TITEN HD. EA. END (2) 2 x 4 LAMINATIONS W/(1) ROW OF STAGGERED 10d (3) 2 x 4 LAMINATIONS W/ (2) ROWS OF STAGGERED 16d (3) 2x 6 LAMINATIONS W/ (2) ROWS OF STAGGERED 16d 5/8" X 8" EQUALY SPACED PER SIDE INTO CMU AT COMMON WIRE NAILS (D = U 148" L= 3") OR EQUAL COMMON WIRE NAILS (ONE INTO EACH OUTSIDE FACE) COMMON WIRE NAILS IONE INTO EACH OUTSIDE FACE) JACK TO HEADER NO BASE EDGE VIEW HEADER SUPPORT N STUDS GREQ. AT OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL JACKS ICINGS JACKS ICINGS SIZE EA END EA END EA END EA END LESS THAN 4' (i) (2) (1) (2) >4' BUT <9' (2) (3) (2) (2) 10'-U" - 16' 3 4 3 4 HEADER ANCHOR NAILED TO TOP PLATES, HEADER & JACK FLORIDA CONTRACTORS LICENSE NO. CRC1330146 HEADER SIZE NO. & SIZE OF 3000 GULFBREEZE PARKWAY & GRADE RAFTER TIES EACH END GULFBREEZE, FLORIDA 3256 SEE PLAN FOR (2) LSTA 30 DIVISION LOCATION: BEAM SIZE PORT ST. LUCIE ' (D = 0.182", L= 31 /2") OR EQUAL (D = 0.162 , L= 3.1/2 ) OR EQUAL 1)) NOTES: D ACENT NAILS ARE DRIVEN FROM 3) FOR 4-PLY, PROVIDE 1/4"DIA. x 51/2" LAG OPPOSITE SIDES OFTHE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NDS SECTION 15.3 FOR CONNECTOR REQUIRED 3 16d INSULATION AT EXTERIOR ( SEE PLAN * SP4 AT COMMON FOR WILL FRAME WALL PER FBC SEE SCHEDULE 2X CRIPPLES 16 O.C. Job Information: THE THICKNESS OF THE LAST LAMINATION. ADDITIONAL INFO. WF37 TYPICAL COLUMNS DETAILS N.T.S. WOOD 24„ O.^. AND ENERGY FORM SUBMITTED l� NAILS(TYP) HGT. WITH PERMIT APPLICATION S W/ SIMPSON SP2 TYP. TOP AND BOTTOM 2-ROWS 12d NAILS STAGGERED @ 11 >_ 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 --A..+•' . .:.. ,.JH '•• • CMU FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" iil�lil�i�� LOCATIONHEADER PER :O I F: .. TOENAILS . , EACH r ©ATTACHED 2x4 SPF CONTINUOUS BLOCKING--/ TO • :• NAILS. SEE DETAIL ABOVE ELEVATIONSEE •' ROUND/ SQUARE TRANSOM BOX HEADER EACH r 12 C/C EACH * WHEN STUD LENGTH FACE OR 3-ROWS IS LESS THAN 12" USE 12d NAILS STAGGERED LSTA30 STRAPS AT EACH @ 12 O/C FOR 2 x 10 STUD WRAPPED OVER OR GREATER HEADER TOP PLATE & NAILED TO HEADER EACH SIDE FILL ALL HOLES IN DOUBLE 2 x #2 0 STRAP S.Y.P. HEADER W/ W L U 1/2" FLITCH PLATE 10d NAILS @ HEADER. (U.N.O.) ti L CID a) 8" O/C TYP. r I n 3 FILLING AND BLOCKING AS REQUIRED FASTENED TO 1 MM `./ W DOUBLE 2 x 4 CRIPPLE STUD HEADER W/(2) ROWS �' _j I„ I••I M 0 TYPICAL (U.N.O.) --% OF 12d @ 16" C/C UNLESS M O (n (n 00 LL W NOTED OTHERWISE Model Name / Number: 2508 7 2 x 4 STUDS TYP. SIMPSON HTT4 W/(18) Plan Issue Date: r CMU 16d NAILS &A 5/8" EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O. Monday, July 12, 2021 Op 7p F�'liyG OR 8 1/2" AT GARAGE KA PROJECT NUMBER: STEP DOWN 32 21-4932 Ik * HOLD DOWN CONNECTIONS P.T. BOT. PLATE NOT REQUIRED @ BEARING WALLS WITHOUT UPLIFT NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ'D1 Sheet: S-3 Of, WINDOW OR DOOR OPN'G MS18 RETROFIT WALL OVERHANG DETAIL N.T.S. FWF39 TRANSOM DETAIL AT ENTRY 1/2" =1�_o_ WF09YPICAL WALL DETAILS WALL HEADER DETAIL N.T.N.T.S. *DIAGONAL SPACED AT 20'-0" O.C. MAX SAME SPACING AS BOTTOM CHORD LATERAL BRACING - INIMUM 2"x4" -- ROSS BRACING t EE PLAN FOR )CATION) I 3) 12d , 'ER JOINT - CONTINUOUS LATERAL BRACING- NAIL OVER X-BRACE AS SHOWN- INSTALL BLKG. AT TRUSS WEBS IIN. FOR NAILING T11301 I TYPICAL CROSS BRACING DETAIL N.T.S. PROVIDE 2X4 MIN. BLOCKING AT CENTER LINE OF HIP/RIDGE, TYP. BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD A TRUSS G.T.4---- ADD 2X4 ALONGSIDE — TOP CHORD WHEN REQ'D TO PREVENT SHEATHING SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) ROOF (2) 12D NAILS AT 12" O.C. MAX SHEATHING SEE PLAN 2X4 BLOCKING BETWEENTRUSSES UTRUSSES HIP G.T SHEATHING RIPPED 2X4 SYP #2 NAIL TO TOP CHORD OF HIPPED TRUSS W/ 12d NAILS @ 6" O.C. HIP TRUSS T11303 I HIP / RIDGE BLOCKING DETAIL N.T.S. - A .J - ---BLOCKING X-BRACING - 2x4 SPF OR SYP W/ (3) 12d @ EACH TRUSS WEB T11302 I TYPICAL CROSS BRACING DETAIL N.T.S. PRE-ENGINEERED VERLAP TRUSS BRACING WOOD TRUSSES � AT LEAST ONE TRUSS —6" MINIMUM (3) 12d PER JOINT MINIMUM 2"x4" SPF OR * SPACED AT 10'-0" MAX SYP TRUSS BRACING T11304 I TRUSS BRACING OVERLAP DETAIL (TYP) I N.T.S. TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'X1" O.C. MAXIMUM. 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 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. SEE TYP. TRUSS BLOCKING DETAILS VERTICAL SCAB 2X6 #2 W/ (4) 12d TOP & SOT OR HCLR/LL IN PLACE REQUIRED @ RAFTERS SEE SEE PLAN SHEATHI 2X4 BLOCKING BETWEEN —� TRUSSES W/ (2) 12d NAILS P EACH END, CONT. EACH BAY ALTERNATING BLOCKING STRUCTURAL SHEATHING — SEE PLAN FOR CONNECTION - 2X4 P.T. BLOCKING BETWEEN TRUSSES W/ (2)-12d NAILS (0 EACH END WALL BELOW (SEE PLANS FOR TYPE) B B TYP. WOOD TRUSS BLOCKING @ RAISED HEEL DETAIL DOU BILE TOP PLATE 2x STUD WALL SEE PLAN CONV. FRAMED RIDGE MAY BE NAILED w/ MIN. (4) 12d WHEN IT LANDS NEXT TO PRE-ENG. TRUSS -7 3 TO 4 TRUSS SECTION B-B uvIVI_ KUUY zimtAimmu AI ir%uDJ IVr CHORD AT ALL HAND FRAMED AREAS TYP. '2x4 AS SHOWN ALTERNATE niRFCTInN NAI LS TRUSS DOUBLE TOP PLATE VERTICAL SCAB 2X6 42 SPF 48" O.C. W/ (4) 12d TOP & BOTTOM OR H5 OR HCLR/LL IN PLACE OF (4) 12d REQUIRED @ RAFTERS GREATER THAN 8'-0" COLLAR TIE EVERY 3rd RAFTER BEVEL CUTS (OPTIONAL) 2X4 SPF W/ (2) #7X3-1/2" WOOD SCREW EACH TRUSS OR H5 @ 48" O.C. DIAGICONT.AT WOOD - 2x8 42 SYP RIDGE BEAM AT 8' TRUSS MAX - 2x6 RAFTERS @ 2'-O"O.C. MAX. W/ (3) 12d COMMON TOENAILS TO RIDGE BEAM 2X4 RAFTERS FOR SPANS LESS THAN CONC, MASONRY 4 Fr @ 2'-0" O.C. MAX W / (3) 10D COMMON TOE NAILS TO RIDGE BEAM 2XSTEEL OR WOOD T & BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING TB06 I BLOCKING AND CONVENTIONAL FRAME DETAILS F_ N.T.s. SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAILS - 2X4 SPF BLOCKING BETWEEN TRUSSES @ 48" O.C. MAX. 2x4 SPF BRACE @ 48" O.C. - NAIL w/(4) 12d AT EACH END & ALTERNATE DIRECTION SIMPSON A34 OR (USP MP4) @ 2'-0" ON CENTER 1/2"SPACE SEE PLAN FOR MORE INFORMATION 2x4 S.Y.P.' @ 16" O.C. TRUSSES SEE PLAN 2X4 SPF BLOCKING BETWEEN TRUSSES @ 24" O.C. MAX.w/ (3)12d EA. END (TYP.) EATHING TB15 1 EXTERIOR NON -BEARING WALL DETAIL N.T.S. N C O @ N � LA a L m a y 1-1 00 1­ g u a o w cn r 00 I- It 1S') 00 1- o�d� J 4k d m 1L I.L U- M z° W ' M O D 0S'�� c �g 4`'W U EiL- 4 '��i�s� z�m�rn� a w O cvst¢ Z Y 0rnw O LLJ C Ns . on i—pj a y L0 a r- coQ L_ N Mj Q d a $L ILOV Q Ln U m Nrn�� Ild U J f!) . o WWW.FlJSENG.COM El El 11 z m — o 0 z o 10 z J D IL 07 14 _ L0 LU m t t M 0 v� w Lv I/) _ M c+) — J Cri L) =N LU_ L00 0 00 o 0 a N C CO ' Y Q N C) bhp = DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: ry O F— z L0 W O ` m a d) Q V E .� CO a) — J Ltd 'My)a 'My) I° m W _I C/) Model Name / Number: 2508 Plan Issue Date: Monday, July 12, 2021 KA PROJECT NUMBER: 21-4932 Sheet: � � Of: ROOF FRAMING AND BRACING DETAILS a [* THERMA-TRU INSTALLATION KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therrna-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8"drill bit. PredriIling increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" 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. All Cn r;=�l SPACI EVENT 6" 6" SINGLE DOOR DOUBLE DOOR W/ SIDELITES •J SPA EVE IW SINGLE DOOR W SIDELITE 31, 6' >PACE :VE N LY 7" 6 III SINGLE DOOR W/ SIDELITES L+" ,11 J J I „ E 6, 3„ 3„ 6„ DOUBLE DOOR LOCATION OF BARRIER TO BE 1'-011 IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE / FILLED PVC. PIPE. O m TOP OF SLAB Z I 'll III ° W r -I a v rr o l 16" MIN. DIAMETER CONCRETE FOOTING PROTECTION BARRIER DETAIL N.T.S. 51, SPACE EVENLY 8„ 8• 8., 8'. $„ R` e.................................... ............. SEALANT LI NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. Rppf OycK Rpp, Line valley by centering goo �aaaes ` " 36" wide erlaln7eed WinerGuanr aR��ad`Ss�ao O ` aterproofirg S Ingle ors ��ryd7/g 9�eveiz nderlayment or rd2 y ` ,,,,dei�a quivalentdir to a4 k. Gootse "se CpUrye E ` 6�` dth � 3Cd Goutse � � a s Rake ` o not nail within Metal Drip 6" of Embed each sh ngle Edge 'IT , valley centerline in a 2" Z° wide strip of asphalt 6° raging cement. 2a Cut 2" � fvl diagonal)y off upper Save 7" orner of trimmed 1 , , pieces to use in 5thtource , / Extend the shingles over the rake and eaves about 1/2" if drip edge is Cut s irgles 2" used, or about 3/4" back from if no drip edge is used. valley centerline SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE (REQUIRED AT ALL LEVEL VALLEY LOCATIONS)—, VERTICAL WALL AT ENTRY TEXTURED, PAINTED EXTER. WALL FINISH W x 6" H GALV. FLASHING CONT= PLASTER STOP -- ROOF — SHINGLES 6" X 6" H GALV. FLASHING CONT.� FLASHING DETAILS 6" HORIZ. NOTE: THIS DETAII-IS REQUIRED FLASHING AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET f KNEEWALL INTERSECTION ASPHALT BASED SEALANT APPLIED BEHIND FLASHING AND EXTENDING A MINIMUM OF 6" ABOVE VERTICAL RISE OF FLASHING AT KNEEWALL SEALANT INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF W'DOW .' AND/OR SGD FRAME MIN.) GLUE STRIP 1 ,� A . w/ ADHESIVE SEALANT & SCREW w/ 3/16" .' x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATION OF WINDOW ATTACHMENT N.T.S BUCK STRIPS - 1x4 (DEPTH OF WDW. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS N 1/2" DRYWALL AN - FLAT HD. "TAPCON" SCREW THRU THE W'DOW FRAME INTO MASONRY o \ 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 . , ,, IM" EDMENT WV OTHERS IS OOD SCREW OTHERS EXTERIOR CAULK SETWEEN FIN 4SHEATHING u"If SHrM SPACE fiYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S Edge R905.2.8.5 DRIP EDGE. PROVIDE DRIP EUGI, Af EAVES AMU GABLES OF SLIINGLE ROOIS. OVERLAP TO DE A MINMUM OF Sin (76cm). PAVE DRIP EDGES Sh'ALL EXTEND +kin BELOW SHEATHING AND EXTEND BACK ON THE ROOF A MINIMLM OF 2in. DRIP EDGE AT EAVES SHAL'- BE PERMITTED TO BE INSTALLED EITHER OVFR OR UN7FR THE L'NDFRLAYMFNT. IF IMSTALL FD OVER THE LNDERLAYMENT, THERE SHALL RE A MINIMUM 41n WIDTH OF ROOF CEMEVT INSTALLED OVER THE DRIP EDGE FLANGE. URIP EDGE SHALL BE MECHANICALLY FASTENED A MAXIMUM Or 121n ON CENTER. WHERE THE Vasd AS DETERMINED IN ACCORA14CE WITH SECTION R301.2A.3 IS 110 MPH (177 KM/H) OR GREATER OR THE MEAN ROOF HEIGHT EXCEEDS 33 FEET (10,058 rrm), DRIP EDGES SHALL BE MECHANICALLY FASTENED A MAXIMUM OF4INCHFS ON CENTER Maximum Fastener Spacing (lambs, Head and Sill) p„ Q„ Screws � _ Mounting u E7tteT10r Fixed View WirdDw Of IF Wall Framing: #2 Spruce/Pine/Fir Or Better Silicone f #1tScrew 2" Screw Minimum Penetration Glazing Bead i-3/6" I C ross Section V iew r Minimum " Silicone E,terior Sheathing ,vote. we srrongryrecommen0 me use or nasnm# 8ne/or nBSnln# CepeS end S11f p8nS AS stated M AS7M E2112-01. However, due to variation 1n codes and bul/ding types, It is left up to the and user to determine the proper lasta/lat/on ofthese Items. "(. _ .'. C;'I Before instei;ing your window, the bubble wrap may be peeled back for inspection, bui f case-e-stick i, ir, protect the blocks from scratches and other damage until construction is complete. Step 1 Measure to be sure the opening is 318" to I/2" larger than the window size both vertically and horizontally. ' You may wish to pre -drill the installation holes in the fin at this time the pr&pu1Xhed holes in the eamtl nn as OW are not necessarill Step 2 Apply a generous bead of silicone to the backside of the mounting On. Use enough 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 0 plumb in the opening. Shims should be Installed under the sill every 2 feet. The window should be basically centered in the OpenI with no more than 4 4" gap between the window and wall frami . Step 5 Install a #10 x 1-1/2" screw 4" from the corner of the fin at each end of the head, sill and both jambs, Stop 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 be a minimum of #2 Spruce/PirWFir. Fasteners should be #10 screws of suffident length to achieve 1-3/0'PEntion into the wall and no less than 1/2" from edge of framing, Fastener quantities needed in each side of frame to achieve 8 spacing of Frame Member 10" le- 26" 34 42" 50" 1 58" 1 66" 1 74" 82" 90" 98" Number of Fasteners 2 3 4 1 5 6 7 1 8 1 9 1 10 31 12 13 Remove excess slikone "qyeelae our from around the fin and inspect for holes or voids. Use silicone to fill any voids. Step B If desired, a foam insulation can be applied to the interior gap between the window and wall framing. If applied, this must he the 01y EXPANDING PYRE FOAM. Step 9 Since these windows are typically used in rooms with high moisttae, le, bathrooms, it Is recommended that the interior gap between the window and wall framing also be sealed with silicone and tooled sous not to Interfere with the installation of wallboard, file or trim. Step 10 Once all construction Is complete, remove the bubble wrap from the Inside and outside of the window. If necessary, clean the blocks with a mild detergent and warm water using a soft Cloth. Failure to follow these procedures will void any and all warranties. GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION AND CALL OUTS. o�ai c 'r-d w rN-I DO 1.0 �W RLW L0 DO r- tin V a M� N�.i J J J m c m E a °� � N C,�vp O1 a L'"'Z W LL L.L 6'E,a w a w .I � o a W o- ti o y h ra tELL w to Product Approval Submittal Affidavit �LL w J o w l Lea `4"mQa Z O Building Address: Contractor: mWt° ��m� ° W C c � '- iii r2 � J Building Permit: o F. W" 11 m a �IL _ M Q 5 c � to p Product Resign Manufacture Model # Attachment Approval # g=� u..;, � W " J Pressures o V of Method F N WWW.FDSENG.COM ❑ ❑ ❑ Roofing: 1st Choice DE COUNTY APP. IKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING FL30310.1 z o NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. z c0v 0 W/ 3/8" MIN PENETRATION THRU SHEATHING z a) cN ROOFING VENTS: Q DADE Florida Metal FLAMCO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, (J)to COUNTY APP. Products Inc. "Off -rid a vent" 1" FROM EDGE AND 4" O.C. TYPICAL MAX. FL21580.1 R 2 z N ROOFING UNDERLAYMENT: OX' 4.� LU p TAMKO BUILDING TAMKO No. 30 UNDERLAYMENT SHALL BE APPLIED AND 0 a 1st Choice PRODUCTS LLC 430 ASPHALT -SATURATED ORGANIC FELT ATTACHED IN ACCORDANCE WITH FL12328 R9 R905.1.1 u �IV c Overhead Garage Doors: Mj Cn m 1st Choice +30.0/-30.0 CLOPAY 53W5 U N E 16 x 7 2"x6" P.T. WOOD JAMB WITH FL16546.8 UU 0 0 53W5 (5)1/2" DIA. x 8" "J" BOLTS H GD 2nd Choice +30.0/-32.0 CLOPAY 8 x 7 FL15279.84 _ 0 oD cnn ami Swing Doors: c 00 � o h tfI`, m 1st Choice +67.0/-67.0 THERMA TRU-CORP. ALL ONE 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" FL20461.11 N d o FIBERGLASS DOOR TAPCONS MIN, 4" FROM TOP & BOTTOM OF INTERSECTIONS FL20461.12 THERMA TRU-CORP. SOLID AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL DAMS HOMES +67.0/ 67.0FIBERGLASS DOOR FIBERGLASS DR BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM FL20461.1 x - 2nd Choice PLAST PRO ALL ONE TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. FL15215.2 I LITE SERIES I THEREAFTER. (TYPICAL ALL 4 SIDES) FLORIDA CONTRACTORS LICENSE NO. CRC1330146 Sidelights PLAT PRORMA RU FL15215.2 3000 GULFBREEZE PARKWAY Sliding Doors: GULFBREEZE, FLORIDA 32563 SERIES 420 SGD DIVISION LOCATION: 1st Choice MI WINDOWS & DOORS Alum. reinforced FL15332.4 MI WINDOWS & DOORS SERIES 440 SGD PORT ST. LUCI E n Alum. reinforced FL15332.12 Windows: Job Information: 3540 SERIES Twin SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON FL 17676.9 1st Choice +40/-50 MI WINDOWS Single Hung (fin) ANCHOR WITH MIN. IA" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL 3500 SERIES HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS +40/-50 MI WINDOWS Single Hung (flange) OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. FL 17894.2 3540 SERIES FOR INSTALLATION THROUGH 2x BUCK USE #8 WOOD SCREW OF +50.0/-50.0 MI WINDOWS Single Hung (fin) SUFFIENT LENGTH TO ACHIEVE 11/2" INCH MINIMUM EMBEDMENT FL17676.2 IN WOOD SUBSTRATE. MI WINDOWS 3500 SERIES Single FL17894.4 Q Hung (finless) frame Mullions: ■lu— M-1-926 Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE / N 1st Choice MI WINDOWS Mullion 3/16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 11/4 FL 18504.1 ` p y to M-1926 Horizontal MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM FL 15804.2 W U d Mullion EDGE DISTANCE Fixed Glass: > z O a M CV LLI O J W J ♦� M G- o 1st Choice +50.0/-50.0 MI WINDOWS MI 3540 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN. IA"1" 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 R6 Soffit: V Model Name/ Number: 1st Choice +66.0/-71.6 KAYCAN LTD Standard vinyl Staple 10" on center in direction of length FL16503.4 R5 `�7 2cJ08 Plygem / Variform Double 5 standard Plygem Double 5 standard von I Double 5 standard (vinyl) 10" -ta les solid 144 vented -145 FL12194.1 FL12194.2 Plan Issue Date: Hurricane Panels: Monday, July 12, 2021 1st Choice Dade Count A y 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 approved their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: R. # 56126 Name: Luis Pablo Torres Certification Number: R. # 87864 Name: Certification Number: 21-4932 Sheet: S-5 Of: MATERIAL REFERENCE INFO (PSL) FLASHING REQUIREMENTS FOLD UP WEATHER THESE DETAILS ARE GENERIC AND MEANT TO SHOW MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH RESISTIVE BARRIER & WEATHER RESISTIVE GENERAL FLASHING AND WATERPROOFING METHODS SELF -ADHERED FLASHING TEMPORARILY SECURE BARRIER DOOR ROUGH OPENING TO BE USED. R703.1 General. Exterior walls shall provide the building with aweather-resistant exterior wall envelope. The exterior wall envelope shall include flashing as described in Section R703.4. /-WEATHER WINDOW UNIT RESISITIVE R703.1.1 Water resistance. The exterior wall envelope shall be designed anti constructed in a manner that prevents the BARRIER WOOD FRAME CONSTR. SLOPE accumulation of water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as TAPE EXTERIOR SHi=ATHING SELF -ADHERED FLASHING 3/4"-1"BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER 0.3 in : 12.0 in SELF -ADHERED FLASHING required by Section R703.2 and a means of draining to the exterior water that penetrates the exterior cladding. BY LAPPING DOWN OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND (0.6 cm : 30.5 Cm) SELF -ADHERED FLASHING PRODUCTS DETAILS R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 NssAMA,.eDWINDOW 1 ! OR EQUAL WEATHER PROOF CAULKING asphalt felt shall be applied horizontally, with the upper layer lapped Over the lower layer not less than 2 inches. Where WEATHER SELF FLASHING EXTERIOR joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the barrier Installation Instructions. The NoAS felt -ADHERED CEMT. FIN. WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. water -resistive manufacturer's asphalt or other approved water -resistive RESISITIVE I 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 FBARRIER SEAL TOPS OF JOISTS manner to meet the requirements of the exterior wall envelope as described In Section R703.1. UNDER DECKING SUBFLOOR (SEE DETAIL WP07) R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where SELF -ADHERED FLASHING - - applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least WIRE LATH equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer Detail Instructions provides a separate continuous plane and any flashing (Installed In accordance with Section R703.4) Intended to drain HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weather RIM JOIST Refer to the number marked as ® in each detail that corresponds to the to the water -resistive barrier Is directed between the layers. resistive barrier above header to allow for flashing installation BUILDING numbered Items In the list of instructions below: Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and I 1 PAPER 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and Weather resistive barrier to form water Shedding laps greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater -absorbing layer or designed drainage space. seal with tape 2 2 O 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible embedded in the adhesive layer) - for ease of installation and to minimize flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Flul"pplied membranes used as flashing shall be applied in accordance with the manufacturer's Scale: NTS SELF -ADHERED FLASHING SELF -ADHERED FLASHING Wpol SELF -ADHERED FLASHING W P 02 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER WP03 scoring cuts instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of to the building framing Self flashing FLANGED WINDOW EXTERIOR DOOR WITH DECK - SECTION A 5. Remove all release paper per standard installation instructions and water structural components. -adhered membranes used as shall comply with FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying adhere to substrate using a square piece of flashing material (6" x 6" with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTMC1281, RUBBERIZED ASPHALT Minimum) AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED RUBBERIZED ASPHALT ADHESIVE 6. Fold as shown by arrows exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved EXTERIOR SHEATHING ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD ADHESIVE 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit flasnings shall be installed at the following locations: THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLANGED WINDOW SELF -ADHERED FLASHING tight to corner REFER TO TECHNICAL UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) 8. Mechanically fasten as necessary 1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the LETTER ON CHEMICAL SCORED exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically COMPATIBILITY RELEASE PAPER attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: SELF ADHERED SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" � �e � (BEFORE FOLDING, SCORE RELEASE PAPER 70 EXPOSE ADHESIVE AS SHOWN) 1,1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the FLASHING VERTICALLY FROM fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where flashing BOTTOM OF instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and door openings. THRESHOLD MECHANICALLY FASTEN AS Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to a s the water resistive barrier for subsequent drainage. Openings using g po g p g g g pan flashing shall incorporate flashing or protection NECESSARY IN CORNERS THROUGH at the head and sides. SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING 1.2 In accordance with the flashing design or method of a registered design professional. 1.3 In accordance with other approved methods. O 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 FMA/AAMA/WDMA 400. FLASHING 2 or z SELF ADHERED FLASHING \ 5 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. NAILING FLANGE -� 4 2 (D 6 3. Under and at the ends of masonry, wood or metal copings and sills. SEAL TOPS OF JOISTS 4. Continuously above all projecting wood trim. DO NOT FLASH OVER 8 UNDER DECKING 2 7 BOTTOM NAILING FLANGE (SEE DETAIL WP07) 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. SELF -ADHERED FLASHING W PO4 SELF -ADHERED FLASHING W P 0 5 SELF -ADHERED FLASHING W PO 6 7. At built -In HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER gutters. SELF ADHERED FLASHING " DECK PROTECTOR SHEATHING -_ ., ~� ., I -� - /8" Cement Plaster 7/8" 7 Cement Plaster in accordance with in accordance with n SELF -ADHERED FLASHING PATCH ' ASTMC926 ASTMC926 Felt backed metal Felt backed metal lathe in accordance lathe in accordance with ASTMC1063 with ASTMC1063 SELF -ADHERED FLASHING r{' , ` ,? DECK PROTECTOR �� '' Building Paper • ,. Building Paper ¢¢ ,� ° ¢ 7/16" O.S.B.a O.S.B. 7/16" O S , sheathing .' sheathing s DOUBLE au... Keep top edge •° ] SINGLE i f / t, JOIST / JOIST SELF -ADHERED FLASHING 4- - "" .,_ ,._ _ ., Metal Flashing of weep screed 2" below top of t � ,. SELF -ADHERED FLASHING j n � � �� 3 1/2 Unperforated block 3" MIN ���n Vulcum 4aN f Flange 7/8 Weep Screed cauk bottom O 5 _ _ .' joint only Maintain Metal Flashing Bottom of 3-1/2" Unperforated SELF -ADHERED FLASHING \ /� / P 0 SELF -ADHERED FLASHING W P D Q r+ Q APPLY A LIQUID FLASHING TO THE MASONRY OPENING ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, (HEAD, JAMB, SILL) IN A / PO /1 BEFORE V\11/ �Vi Wee Screed p 1 1/2" to 2" Flange 7/8" Weep Screed \H0.8362x;DECK JOIST ,/,/ OUTSIDE CORNER INSTALLATION OF THE BUCKIRECEPTOR. Above Roof 1/2" Cementitious Sheathing Decorative Finish a•• ••o. All inside and •. .,'• ••. outside corner will ' '•°• need to be miter EXTERIOR WINDOW UNIT •' cut and caulked all • CEMT. FIN. Cement Plaster •' • o • butt joints need to •••o• PAPER SLOPE in accordamBUILDING •. .0'0�" becaulked using SLOPE 0.3 in: 12.0 in 0.3 in: 12.0 in (0.6 cm : 30.5 cm) ---- _ SLOPE 0.3 in: 12.0 in (0.6 cm: 30.5 cm) with h ASTMC926 over wood 2nd floor •• Vulcum caulk for all (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING WIRE LATH >-< SELF -ADHERED FLASHING �"'-- EXTERIOR - CEMT. FIN. -A, BUILDING PAPER WIRE LATH 1/2" Cement Plaster Finish SELF -ADHERED FLASHING - Block WIRE LATH 2 1/2" Perforated :.: '''�• Flange 1/2" Weep j-­ BUILDING PAPER . 'Cement .. •• .• Screed , o. BUILDING PAPER '•' -Plaster over block 1 st floor EXTERIOR WINDOW UNIT CEMT. FIN. Install bottom Slab edge of weep screed 1" below finish floor OPTIONAL DETAIL 2 3 2 3 O Note: The building paper dnd metal lath must be installed over the top of WEEP SCREED DETAIL SELF -ADHERED FLASHING WP10 SELF -ADHERED FLASHING �/P11 CEMT. FINISH WINDOW SILL SELF -ADHERED FLASHING CEMT. FINISH PARAPET WALL �/P12 the wee screed. p SCALE: NOT TO SCALE CEMT. FINISH WINDOW HEAD 0) O O 5 a kA O N Cal N LJL -ALJL C o3Ey a si 3" ��n-Z 0. 65 �2a;z �Mp a Q�m`-M LL' ui a 3 W_ N C '-' y W Syr 3 .. '= L: i g '� ` J e O Lt VJ a-LIJ m0 � l,.O .Wwroy„wm OI►Y, WN C H 'Tj W to . .3 5 a a; *' r IY O 0 m m , C', Q CL Hema 19 ov fn O $ No my Z Q = V U J U7 WWW.FDSENG.COM G z �n - o 0 Z z N Q N � a � V / O m U) u- � W -O ,U W t�3 U C'4 E W :3 R�P'*',.' U v' o 00LO Lv y ¢ C J O 10D l#] ir'ti A IIUI C: u A M ra C FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCI E ♦ Job Information: O Z c L0 W � U M r> 1--�Um m - 0JQZ) oa LL Jm(hto 1VI Model Name / Number: 2508 Plan Issue Date: Monday, July 12, 2021 ♦ KA PROJECT NUMBER: 21-4932 Sheet: W P WATER PROOF DETAILS Of; License #CMC1249777 P IF- 3.5 TON W,/5KW @240V 1 PH 18x13 plen platform by bldr Z-1 AREA uVw CALCEIL-A I ICNE 2523 5. F. NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED TOTAL LIVING (AC) 2523 S.F. 1 INCH UNDERCUT BEI OW DOORS TO HABITABLE ROOMS L n Transfer ducts/grills sized in compliance I � � �J �� PLAN GARAGE ego s.r. with Florida Residential Building Code—M1002.4 SCANS: 1/4,. = 1'-0" COVERED ENTRY (BASF) 63 s.F. balanced return air. ELEVATION "A" & "B" COVERED PATIO/LANAI 200 S.F. EXCEPTIONS 1-3 TOTAL AREA UNDER ROOF 3405 S.F. Must have a minimum clearance of 4 inches around the uir handler per the Mate Energy code. All duct has an r=6 insulation value. R C . � n g LIM O SL Ill 9 MIN I N o �- �� s�o �K O S Lij U) W 3: - c%'I EL Z O I LLl �. `�. l