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HomeMy WebLinkAboutBuilding PlansTERMITE SPECIFICATIONS. STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA INDEX OF DRAWINGS R318.1 CAST IN PLACE CONCRETE CODE CRITERIA SHT NO: TITLE TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5 FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. FLORIDA FIRE PREVENTION CODE 7TH EDITION (2020) REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. FLORIDA BUILDING CODE ACCESSIBILITY 7TH EDITION (2020) RESIDENTIAL CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. NFPA 70-17, NATIONAL ELECTRICAL CODES (NEC 2017) 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 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 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318-14) AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LBS OF FIBER PER CUBIC YARD. 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM 615, ASTM A70E SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301-16) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) N TE : OR ASTMA 996 GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2018 EDITION REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY WOOD FRAMED CONSTRUCTION MANUAL 2018 EDITION 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION ,BOR-A-COR" USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON APA PLYWOOD DESIGN SPECIFICATION E30-16 PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE LINTEL PLAN PAGE. AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE 7-16 WITH THE BUILDING DEPARTMENT 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT ALUMINUM DESIGN MAN UAL -AAF20 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. 1• CODE REQUIREMENTS: ITTHE INTENT THAT ALL WORK SHALL CONFORM TO THE ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX '7' OF THE FLORIDA BUILDING CODE 7th. EDITION (2020) IS TO ADOPTED CODES, STANDARDSS AND RULES OF THE ADMINISTRATIVE AUTHORITY 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE HAVING JURISDICTION. PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE EXTERIOR COVERING MASONRY WALL CONST. WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90-014, WITH A MINIMUM NET COMPRESSIVE (B) LOCAL STATE AND FEDERAL BODIES R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C926 AND ASTM C1063, OR ASTM C1787 STRENGTH OF 2000 PSI (f'm = 2000 PSI ) 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270-14A. DAYS DEFLECTION CRITERIA AND THE PROVISIONS OF THIS CODE. 3. COARSE GROUT SHALL CONFORM TO ASTM C476-10 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. ROOF TRUSSES* LL/360 TL/240 COMMMENTS: R703.7.1 LATH. 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS, EXPANDED METAL OR WOVEN WIRE 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR 1OFT, ROOF RAFTERS LL/180 TL/120 LATH SHALL BE ATTACHED WITH 1-1/2" LONG, 11 GAGE NAILS HAVING A 7/16" HEAD, OR 1-1/2" LONG, 16 GAGE WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. ROOF RAFTERS (W/O CLG) LL/360 TL/240 STAPLES, SPACED IN ACCORDANCE WITH ASTM C1063 OR C1787, OR AS OTHERWISE APPROVED. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. FLOOR TRUSSES/ BEAMS ** LL/360 TL/240 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF FLOOR I -JOIST*** LL/480 TL/240 *TL MAX 2" UP TO 40FT SPAN **TL MAX 3/4" R703.7.2 PLASTER. PLASTERING WITH CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED OVER ANY TYPE OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. 8, TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR CODE -APPROVED LATH AND SHALL BE NOT LESS THAN TWO COATS WHERE DIRECTLY APPLIED OVER MASONRY, 9, TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. *** TL MAX 1/2" CONCRETE, CLAY BRICK, STONE, OR TILE. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER OR OTHER 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318.14. FACING MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED 11'. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. �+ /� /+ GENERAL ROOF LOADING 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 WOOD CONSTRUCTION SHINGLE METAL TILE HEAVY OF THE TYPES LISTED IN R703.7.2. ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (I.E BLOCKING OR GABLE R703.7.3 WATER -RESISTIVE BARRIERS. TOP CHORD LL 20 20 20 20 WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL 15 25 WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. TOP CHORD DL 7 7 BOTTOM CHORD LL* 0 0 0 0 AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS BOTTOM CHORD DL 10 10 10 10 (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION DIRECTED BETWEEN THE LAYERS. SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. TOTAL (PSF) 37 37 45 55 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BOTTOM CHORD LL (OPT) R703.2 WATER RESISTIVE BARRIER. VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, W/ LIMITED STORAGE 20 ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D226 FOR TYPE 1 ONE CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. ATTICS W/ HEAVY STORAGE 50 EXTERIOR WALLS. NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS * ATTICS W/ NO STORAGE 10 THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 WITHOUT WOODEN TOP PLATES. (NON CONCURRENT) 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 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PE NEFRATIONS AND PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP 1.7E Fb=2400 PSI MIN. APPROVAL FROM FOR OR INDICATED ON PLAN BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: DESCRIBED IN SECTION R703.1. ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR OR OSB FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. GENERAL FLOOR LOADING R703.4 FLASHING. WALL SHEATHING: 7/16" STRUCTURAL I OSB EXPOSURE 1 OR 15/32" RATED OSB EXPOSURE 1 APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL TOP CHORD LL 40 (PSF) COMMMENTS: 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 ) 5� (+) 27.6 (+) 27.6 10 {-) 29.9 O 37.0 (+) 26.5 (+) 26.5 20 () 28.8 () 34.4 Q s O 50 (+) 24.8 (+) 24.8 O 0 O 27.1 (-) 31.1 ra� (+) 23.4 (+j 23.4 100 (-) 25.7 O 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x 7'-O" 16'-0" x 7'-0" () 51.3 (+) 24.3 (+) 23.3 O 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. 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 HVAC N . VA Cq cv t- h c(0v c%fD 0 gz ax.,! cry F_ 00 m W iti Q0 rn _ gf I• � N_j rl �l _I �I F�p D8 am a d� a 29 w FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER S NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. TOP CHORD DL 10 (PSF) y INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID APPLIED MEMBRANES USED AS FLASHING BOTTOM CHORD LL 0 (PSF) SEE FLOOR PLAN FOR ACTUAL PRESSURES $ o a a LLj W Y SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED PRE ENGINEERED WOOD TRUSSES ®� �� a IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BOTTOM CHORD DL 5 (PSF' C9 a Uj 3 BUILDING STRUCTURAL FRAMING COMPONENTS. 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER y ° f 7 Z a z o SELF ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION STRUCTURAL PLAN g _ t[ g N ° 0 PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS SPECIAL FLOOR LOADING W ° � � 4 W � J 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. c • H � J a�3 � a �Sr �us z � � M �r m ¢ Q C1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 259'°) TO GAME ROOM 60 (PSF) COMMMENTS: MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. BALCONIES/ DECKS 40 (PSF) a t9 0" i 0 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE A5 REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. BALCONIES OVER 100 SQ:FT 100 (PSF) 3 ��_ Z TO THE SURFACE OF THE EXTERIOR WALL FINISH. ° o APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY LIGHT STORAGE 125 (PSF) $ �° ° www.FosEn'G.corw El❑ ❑ THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. y • EXTERIOR WINDOW/DOOR OPENINGS. LIBRARIES 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. `n • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME WALLS. READING ROOMS 60 (PSF) 0 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. • UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. STACK ROOMS 150 (PSF) • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, z o 0 • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED GUARD RAIL @ HAND RAILS (d) 200 (PSF) z N o CONSTRUCTION. AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. GUARD RAILS IN FILL COMP. (f) 50 (PSF) / Q 2 • AT WALL AND ROOF INTERSECTION. S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, ANAND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 (PSF) a- D SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) �„��,//j SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, • AT BUILT-IN GUTTERS. STAIRS 40 (PSF) - UPLIFT CONNECTORS FOOT NOTES Z N 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY PAINT ALONG % Q LL THE TOP. l 1 /41 1 -16 TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD f, BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A '� w NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. MORE INFO. ( J �, j O muc w 2 T BUILDER NOTICE: I- M FIELD REPAIR NOTES GENERAL NOTES: "" U It is the intent of Desl ner En Ineer listed in the titleblock of these W N o 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. g / g c o o , ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. documents that these documents be accurate, providing Licensed _ °o$ (D PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals clear information. Every attempt has been made to = o ti u) 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REPAIR AND INSTALL A 32" LONG #5 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error. The Builder and all subcontractors are required to c cp'r Y 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 m these documents, prior to Q N d n°n do=. �Qlm INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 7TH EDITION (2020) RESIDENTIAL. the commencement of any work. The Designer/Engineer are not PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY CONTROL OF CONSTRUCTION SITE: responsible for any plan errors, omissions,or misinterpretations DURING BOND BEAM POUR. undetected and not reported to the Designer / Engineer prior to / " 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 ' 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). information found in these documents. Any questions regarding the 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4)'A"x 21A" 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 information found in these plans should be directed to our Quality FLORIDA CONTRACTORS LICENSE NO. CRC1330146 OR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, F 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 FROM MOISTURE MOLD FUNGUS FIRE VANDALISM TRESPASS, OR ANY OTHER Assurance Manager immediately. No backcharges will be considered 3000 GULFBREEZE PARKWAY MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 1 1/2" SIDS SCREWS AND (5) 1/4" x 2 1/4" TITENS MATERIALS ONE EACH SIDE OF TRUSS. TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, OREQUIPMENT,THEFT for reimbursement by the Designer/Engineer without advanced PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED TO, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER notification and approval by the Designer/Engineer. GULFBREEZE, FLORIDA 32563 NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON. Payments will be made in accordance to the terms of the agreement MISSED, CONTACT THE FOR FOR SUBSTITUTION. DIVISION 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. PORT ST. LUCI E 16d x 2-1/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Job Information: FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. MASTER REVISIONS - dry DATE DESCRIPTION O 17N .AM�_s HOMIES 0 0)Lr) w� Of' Northwest Florida® 00 o ■ ' ( L LJ..I .�. It o omCnCn LO Model Name / Number: 3000 GM L�f�BREEZE PA RO A� CAM L� f��C�G� f�L�OI�� DDA\ 3��� 2000 Plan Issue Date: Thursday, July 1, 2021 KA PROJECT NUMBER: MODEL 2000 21-6349 Sheet: I Of: COVER SHEET BEARING WOOD WALL SCHEDULE CONNECTION & FASTENERS MARK STUD LUMBER UPLIFT SPACING TOP BOTTOM SPECIES CAP -OM NO BW1 161, (2) 16d TOENAILS (2) 16d TOENAILS SPF UPLIFT BW2 161, 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 No 16" (2) 16d TOENAILS (2) 16d TOENAILS SYP UPLIFT BW5 SP2 W/ (6)-10d SP1 W/ (6)10d 16" STUD,(6) 10d PLATE STUD, 4 10d PLATE SYP 439 BW6 18" (2) SP2 W/ (6) 10d SP1 W/ (6)-10d SYP 878 STUD, 6 10d PLATE STUD, (4) 10d PLATE NO BW7 12" (2) 16d TOENAILS (2)16dTOENAILS SPF UPLIFT BW$ SP2 W/ (6)-10d SP1 W/ (6)­10d 12" STUD. (6) 10d PLATE STUD, (4) 10d PLATE SPF 535 (2) SP2 W/ (6) 10d SP1 W/ (6)-10d BW9 12" STUD, (6) 10d PLATE STUD, (4) 10d PLATE SPF 1070 BW1O 12" (2) 16d TOENAILS (2) 16d TOENAILS SYP 0 BW11 SP2 W/ (6)10d SP1 W/ (6)-10d 12" STUD, (6)10d PLATE STUD, (4)10d PLATE SYP 585 BW12 (2) SP2 W/ (6) 10d SP1 W/ (6)-10d SYP 1170 12" STUD, (6) 10d PLATE STUD, (4) 10d PLATE BW13 NOT USED t•OP OF WALL ' - DOUBLE 2x TOP PLATE SEE PLAN MASONRY WALL OR ICF WALL. SEE PLAN 2x STUDS PER DOUBLE 2x HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WFO9/S3 FOR CONNECTION INFO, IF HEADER IS WITHIN WALL INDICATED ABOVE WITH EE MS03/5, 1 FOR NO UPLIFT CONNECTORS ERG WALL TO INDICATED IN WFO9 CAN MASONRY WALL BE IGNORED. CONNECTION INFO 2x MID -SPAN BLOCKING CONNECTORS W/ (2) 12d TOENAILS @ TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN 8'-0" SCHEDULE ABOVE F.F. SEE FOUNDATION PLAN FOR MORE 2x P.T. W/ 1/2" A,B @ 32" O.C. W/ 7" INFO EMBEDMENT OR 1/2" A.T.R. W/ SIMPSON SET W/ SW= SHEARWALL MIN. 7" EMBEDMENT PAST STEP DOWN, REQUIRES MIN ALT.: SIMPSON 1/2" TITEN HD @ 32" O.C. 7/16" OSB PLYW'D W/ SAME EMBEDMENT W/8d NAILS AT 4"oc SEE GENERAL NOTE #8 BRG. WALL DETAIL IN FIELD AND EDGE. GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED UNO, 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 LINO ON PLAN. 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. SP4, SP6 AND SPS CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SP1 AND SP2 INDICATED IN SCHEDULE ABOVE 5. IF "BW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE WF06/S3.1 OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO FIRST FLOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STDRY 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. IN FIELD AND EDGE TO (1) SIDE OF WALL 7. ALL 2x EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS- SEE PLAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE 8. IF THE BEARING WALL IS INDICATED WITH THE BW1, BW4, BW7, BW10 THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE 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. 1od- 0,148" DIA, x 3" LONG HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H2 (2) - 2X8 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H3 (2) - 2X10 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H4 (2) - 2X12 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 112" FLITCH PLATE THIS SHEET H5 (3) - 1 3/4" X 11 1/4 ATTACH TOGETHER W/ (2) ROWS 1/4" X 31/2' LVL 2,0E Fb=2600 PSI SDS WD SCREWS @ 16" O,C. TYP. EACH SIDE H6 (2) - 1 3/4" X 9 1/4 ATTACH TOGETHER W/ (3) ROWS 114" X 31/2, LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 16" O.C. TYP, EACH SIDE HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2x4 WALL 2x6 OR 2X8 WALL SIZE JACKS KINGS JACKS KINGS EA. END EA. END EA. END EA. END (1) (2) (1) (2) 4'-0" - 9'-0' (2) (3) (2) (2) 10'0" 16'0" (3) (4) (3) (4) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE 1st FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS 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" D.C. ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER. 6. FASTEN ALL HEADERS TO KING STUDS WITH (3) 12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS (2) - 2 x 8 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) M1 OSB FLITCH PLATE. NAIL SIMPSON LSTAIS OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2)- 2 x 10 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) SIMPSON LSTA24 OR (2) BM OSB FLITCH PLATE. NAIL SIMPSON HTS20 TO WOOD POST BEAM TOGETHER USING 2 OR (2) SIMPSON HETAi6 TO CMU ROWS OF NAILS @ 122" COL. U.N.O. ON ROOF PLAN. O.C. TYP EACH SIDE (2) - 2 x 12 #2 SYP W/ 7/16" BM3 OSB FLITCH PLATE. NAIL BEAM TOGETHER USING (2) ROWS OF 12d NAILS @ 12" 0.C. TYP EACH SIDE (2) - 1 3/4" x 11 1/4" LVL 2.OE Fb=2600 PSI. NAIL BEAM M4 TOGETHER USING (2) ROWS 1/4" x 3 1/2" SOS WOOD SCREWS @ 16" O.C. TYP. EACH SIDE. (2) - 1 3/4" x 11 7/8" LVL M5 2.0E Fb=2600 PSI. NAIL BEAM TOGETHER USING (2) ROWS 1/4" x 3 1/2" SDS WOOD SCREWS @ 16" O,C, TYP. EACH SIDE (2) - 1 3/4" x 16" LVL 2.0E Fb=2600 PSI. NAIL BEAM M6 TOGETHER USING (2) ROWS 1/4" x 3 1/2" SDS WOOD SCREWS @ 16" O.C. TYP. EACH SIDE CONNECTION: PROVIDE (2) SIMPSON LS7A24 OR (2) SIMPSON HTS20 TO WOOD POST OR (2) SIMPSON HETA16 TO CMU COL. U.N.O, ON ROOF PLAN. CONNECTION: PROVIDE (2) SIMPSON LSTA24 OR (2) SIMPSON HTS20 TO WOOD POST OR (2) SIMPSON HETA16 TO CMU COL. U.N.O. ON ROOF PLAN. CONNECTION: PROVIDE (2) SIMPSON LSTA24 OR (2) SIMPSON HTS20 TO WOOD POST OR (2) SIMPSON HETA16 TO CMU COL. U.N.O. ON ROOF PLAN. CONNECTION: PROVIDE (2) SIMPSON LSTA24 OR (2) SIMPSON HTS20 TO WOOD POST OR (2) SIMPSON HETA16 TO CMU COL. U.N.O. ON ROOF PLAN. I GENERAL BEAM NOTES I 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN. 4" BEARING EACH END) 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANYWAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. GDLDMNSCOLUMN SCIZE HEDULER UPLIFT(Lb) C1 (3) 2 x 4 #2 SPF (4) - 16d TOENAILS 0 OTT2Z W/ 1/2" WEDGE C2 (3) 2 x 4 #2 SPF ANCHOR* & (8) 1/4" X 1 1/2" 2145 SDS SCREWS C3 (3) 2 x 4 SYP #1-OR- (4) 16d TOENAILS 0 DTT2Z W/ 1/2" WEDGE 2145 C4 (4) 2 x 4 SPF #2 ANCHOR* & (8) 1/4" X 1 1/2" SDS SCREWS X 4 P.T,#2 ABU44 W/ 5/8" ATR** G = 6665 a4 C5 SYP POST & (12) - 16d NAILS U - 2200 6 x 6 P.T. #2 ABU66 W/ 5/8" ATR** G = 12000 C6 SYP POST & (12) - 16d NAILS U = 2300 x 8 P.T. #2 ABU88 W/ (2) - 5/8" ATR'* G - 24335 C7 I8 SYP POST & (18) - 16d NAILS U = 2320 C8 3.5 x 3.5 P.L. 1.8E Fb=2400 PSI HDU5SDS2.5 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.HDU5-SDS2.5 W/ (14) 1/4" x C9 1.8E Fb=2400 PSI 2 1/2" SDS WS & 5/8" EXOPY 5645 WOLMANIZED IF EXT. ANCHOR, OR ATR** 3.5 x 7 P.L. HDU8SDS2.5 W/ (20) 1/4" x C1 1.8E Fb=2400 PSI 2 1/2" SDS WS & 7/8" EPDXY 6970 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** 5.25 x 5.25 P, L. HDU8SDS2.5 W/ (20) 1/4" x C11 1.8E Fb=2400 PSI 2 1/2" SDS WS & 7/6" EPDXY 7870 (WOLMANIZED IF E)CT.) ANCHOR, OR ATR*'* 7 x 7 P,L. HDU8SDS2.5 W/ (20) 1/4" x C12 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 41 OR SPF 42 UNO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL WF37/S-3 4. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2" ATR 6" EMBEDMENT FOR 5/8" ATR 8" EMBEDMENT FOR 7/8" ATR 5, IF[C) COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 6. SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALLAM COLUMNS (1.8E) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL DIA. / LENGTH PNEUMATIC GUN COMMON vs. GUN APPLICATION NAIL DIA. LENGTH NAIL SPACING 8d 0.131" X 2 V2" 0.131" X 21h" SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS 10d OF{ 12d 0.148" X 3" 0.131" X 3" SEE PLAN BLOCKING & TOE 0.148" X 3'A' 0.131" X 3 -/4" NAILS & TOP PLA 12d 0.1.48" X 3 1/4" 0.131" X 3 L/4" 8" O.C.(COMMON) STUD WALL 6" O.C. GUN NAIL ICORNERS 10d 0.148" X 3' OA31" X 3" 8" O.C,(COMMON) STUD PACK 6" AC, GUN NAIL COLUMNS 16d 0.162" X 3 2h" 0,131" X 3 1/4" (2) 16D(COMMON) SEE PLAN (3) 16D ( GUN NAILS) 160 MPH OPENING PRESSURES ENCLOSED -EXPOSURE B A +27.6 / -29.9 © +27.6 / -37.0 +26.5 / -28.8 O +26.5 / -34.4 +24.8 / -27.1 ® +24.8 / -31.1 ( (� ) +24.3 / -27.5 O +23.3 / -26.0 NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE "ALLOWABLE" PRESSURES WALL LEGEND FRAMED WALL BEARING FRAME WALL ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. 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. 2. Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic Space and soffits is not acceptable. Ventilation shall be permitted to exit through the soffit if solid soffit Is installed 5'-0" on each side of the venting. 3. 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. 4. 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]. 5. R308.4.2 All windows within 2'-0" of doors and in shower or tub areas will be safety tempered glass. 6. 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. 7. 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. S. 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. Ceilings for exterior entries and covered porches to be 7/16" OSB on underside of roof trusses shall be attached to all framing members with 2x blocking 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 VVAI O G `` ,LU m._ (9 d' O co f ccw r G Qt .3 ry �, LO 0 r- `o i0 c ao `� Q ck E) $ 6 rn 4kt LLL ii U_ V d, W m LO O = 0)r ra.€ d m 43 N 5.9 s; ty (Acnm r a'�' -� H W d _, 111 �A �.�LLCL 2 ova D"'c 3 7s � Y g, m s� v y ?,'• W cA jp a' LU t Y p, m ;� D�LL J N •�-, J Q ,� Q 3(�.1 � d a (q p £ T'. ~ v WWW.FDSENG.COM El 0 El Z �O ►�/ - o Z 10 04 Z Q J � D_ Z N i lr") UI m :1J - LL L w 70 y - <0 wo w 2 rrraa V? CU M U �N B W �j 00 y U n0 Q N 0b0.0 4910 -7"/,f', DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCI E ♦ Job Information: z L0 0 CF) m \ a� T-1 L) °- e Jw� 4 LO I?OmU)Cn ♦ I Model Name / Number: 2000 AREA CALCULATIONS VI Plan Issue Date: Thursday, July 1, 2021 1st FLOOR 2004 S.F. ♦ KA PROJECT NUMBER: TOTAL LIVING (AC) 2004 S.F. 21-6349 GARAGE 754 S.F. Sheet: Of: COVERED ENTRY (BASE) 45 S.F. COVERED PATIO/LANAI 200 S.F. FLOOR PLAN TOTAL AREA UNDER ROOF 3003 S.F. LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING A RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 2,004 x 3 6012 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 300 GEN LIGHT'G & RECEPT. + APP. CIR, = 34,562 SUBTRACT 100 % OF FIRST 10,000 10,000 A= 24,562 HVAC CIRC_ UITS A/C ( AIR HANDLER & COMP.) 10,000EACH A/C ( AUXILIARY HEAT STRIP) 10,000EACH B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS 0 100% = 10,000 + 40% OF "A" = (.40 x 24,562) = 9,825 + 100% OF "B" = (20,000) = 20,000 TOTAL WATTAGE = 39,825 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 166 ASSUMED EDGE OF WALL Q G 2x6 WALL (FLOOR TO CEILING) 1 2'-8" USE 2 RED HEADS TO ANCHOR WALL IFM24. I JALTE R NATIVE PROTECTION BARRIER N.T.S. E 3 ELECTRICAL PLAN SCALE: 1/4" = 1'-0" ELEVATION "A" ELECTRICAL NOTES ■ UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (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 no SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCHL'J SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH FLOOD LIGHT $4 FOUR-WAY SWITCH $DM DIMMER SWITCH FLUORESCENT LIGHTING -(�- CEILING MOUNTED FIXTURE F1 U n L1 TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE o CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT Lu DOOR BELL CHIMES WP WATER PROOF W/ GROUND FAULT 0 220 VOLT OUTLET Q— DOOR BELL ® SPECIAL SERVICES OUTLET D0 DISPOSAL N❑ T.V. CABLE OUTLET I= DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER RECESSED LIGHTING J JUNCTION BOX WATER PROOF O RECESSED LIGHTING THERMOSTAT BATH FAN 0 LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT I C INTERCOM SYSTEM ® L,E.D. DISC LIGHT ® GARAGE DOOR PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED SAME AS UNDERGROUND WITH ELECTRICAL CONTRACTOR 200 AMP SERVICE METER UNDERGROUND SERVICE BYE 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 # 8 COPPER TO RANGE # 8 TO HVAC �#4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD W/ MIN. 8' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. ��,`,tttKtElltfl`!'�a� t® a W e•a IS / °C N s C' 1 d��oW co 0 Lo a ° 00 6 � � � c -N Lo 0O �j Off N ,-, 4! N�pp09 O IJl. LL U- =3—■ y� z w w d m�m�;a■i NFvp I� N FA - I,- 6Z! N .o a Uj Y W o=LL W i� t rn 133 N i 9 \.Q s a 3 -.2n z.�c�°'a iUC06 o ®1 N W N co �' Q Uj mWc- ILI CIA Z.N Mg pp m ¢ d o�ac(14'3 r " 9 m N .■' v $ �'N WWW.FDSENG.COM I] C9 _z o Z N � z C-4 f I CU � 4--0 CQ W •i.i o co QLL, — � � utia t%?c ZD c M U CA E U `n7 o ai _ Q N o UD Qi W ,\DAMS HO MIES A FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: O F— z Lo � W O 4 0) 00 RZ11 O Uj V OJLiZ) Lo J m U) U) Ivi Model Name / Number: r 1 1 1 Plan Issue Date: Thursday, July 1, 2021 KA PROJECT NUMBER: 21-6349 Sheet: 4 Of: ELECTRICAL PLAN 20'-0" MAX SEE DET, TBO3 FOR WIND SPEEDS I I I < 155/C MPH "X" BRACE SEE G.C. TO PROVIDE DETAIL TB01 BLOCKING TO COMPLY W/ APA RECOMENDATIONS — FOR SPAN RATING OF SHEATHING — — SEE "HIP/RIDGE — — BLOCKING" DETAIL LU — — — — ,,n, n,, Mr1X 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 EQ. \ CONTINUOUS BOTTOM CHORD BRACING 2 X 4 MIN. SEE DETAIL TB04— — — — O o � 0 v' Q Z Ld O m O � X O e4 I I I F11 Ld I 1 1 jj-'7 I — — — EQ BOTTOM CHORD GABLE END BRACING @ JOP CHORD 2X4 #2 SYP 4'-0" O.C. MAX. FOR FIRST (4) BAYS BLOCKING @ 16" O.C. MAX NOTE: FOR FIRST (4) BAYS 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING rFCOY1VCW 11 EA1ENDS OVER Al LEASI av-m Or Ana rrco. TBOS REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTS RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT <— 25 ft WIND SPEED (ULTIMATE) 160.0 MPH WIND SPEED (ALLOWABLE) 123.9 MPH EXPOSURE CATEGORY B EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG, WIND AREA (+) VALUE DENOTES PRESSURE [4:12]-[12:121 (SQ FEET) (-) VALUE DENOTES SUCTION e=4ft AREA ROOF 1 2e 2n 2r 3 3e 3rA �� HIP -37.02 -51.06 1 -51.06 -51.06 d 10 GABLE -37,00 -37.00 -58.99 1 -58.99 -58.99 -76.03 O ZONES AND TILE): ROOF NAILING SCHEDULE/ NAILING (SHINGLE r ZONE 1: ASTM F1667 RSRS-03 (10d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r. ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ® 0 ZONE 3, 3e, 3r. ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: Q SHINGLE:1a32' EXP. 1 (a20) TILE: 1�32" EXP. 1 (A20) NOTE: ® 3r ©r 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 18' x 0.113") NAILS m11�,ai,, 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN �32", SHEATHING SHALL BE FASTENED a 4 WITH ASTM F1667 RSRS-03 10d (2'/" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x ,120") NAILS a Oft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:121-[12:121 @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W1 BLOCKING PER NAILING SCHEDULE. WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. AMINIMUM SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 18". NAIL AT BASE 2 ROWS CM 4" O.C. w/ 8d COMMON NAIL. © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL. © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O NAIL INTERIOR AT 6" D.C. w/ 8d COMMON NAIL. O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O-C. w/ 8d COMMON NAIL. O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER w18d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. O (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL MEMBER IF GABLE END. 15/32" OSB — EXPOSUREI SHEATHING I II II 1 II II II II PROVIDE BLOCKING I II II AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET — _ O FLOOR SYSTEM 2x RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN A31"X 2 112". DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 18" (2)- 2XTOP PLATE BEYOND f /-15/32"OSEIEXPOSIIIIEI SHEATHING _.r___ II I II I I I I II II 1 1 11 i t I I I SOLID 2x BLOCKI NG w o F I I II 11 II I d)ALLSHEATHING W w III III III I I 11 I I I III II 11 II I EDGES = III III I I I 11 I (SEE SECTION X-X) p U) III C III II II II I I N Z III III I I D i t I rn III III OPENING III II II II I III II II I I III III --- --- III 111 X --- --- II II II II w ? a0 III C III I II II a III III III I X I1 I III fl I E II I III III — rr----n-- I11 II II I II I II II II 1 2x STUDS BEYOND. W O W W I I I II I SEE PLAN III I I I II I I11 II II II I II I Q< III I I I II I III II II II II II I I Z III I I I II I I II I III 111 I t I II I I I I If 1 III II II III II 11 II I y? III IN I I I II I I I I II 11 II N I NI N N II I III LL__—J!____---__11 ( 2x4 P.T. BASE PLATE BEYOND SEE A PLAN VERTICAL HORIZONTAL WALL ELEVATION DIAGRAM sPAcln 3/4" S \ 12" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING DOu N > Q O0 � OcaO~0 I'•F-mO N W —L 0 � c/3 K LL LL AT ALL PANEL BLOCKING LOCATIONS MI N 2 X 4 #2 SPF TURNED VERTICAL W/ 7/16" FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAI LS (2) 8d NAILS @ 3" O.C. STAGGERED VERTICAL BLOCKING SECTION X-X T11313 I WALL AND ROOF SHEATHING INSTALLATION/ AND NAILING SCHEDULES I N.T.S. fal CONNECTOR SCHEDULE FOR: ADAMS HOMES - 2.000'Elev A 3CF 10x20 Lanai TRUSS ID BEARING POINT TRUSS ACTUAL CONNECTOR ID CONNECTOR UPLIFT FASTENERS NOTES UPLIFT DESIGN RATING A01S L / R - 921 # or less (2)HETA16 / PER TRUSS MFR 1810# (9) 10d x 1-1/2" A02S - A06S, C1 -,C5, C1B, C1V C5V) E2A, E5, L / R 1194 # or less HETA16 / PER TRUSS MFR 1810# (9) 10d x 1-1/2" E7, E7V, G01S - GO5S H5, H7, H7V (8) 8d TOP PLATE C1C, C1P - C5P, E7P, H2, H7P L/R - 459 # or less H10A/ PER TRUSS MFR 1040# 9 10d X 1 1/2" TRUSS (9) 10d x 1-1/2" A07 - A15B 1 - B04 D01 002 0 L R / 1396 # orless HETA16 /'HETA16 1810# / 1810# 9 10d x 1-1/2" (10) 10d x 1-1/2" A16 L/R 2125 #or Jess (2)HETA16 / (2)HETA16 2365#/ 2365# -- 10 10d x 1-1/2' 22 ( )10d w/(1) 5/8' ATR w/12" EMBED &SIMPSON "SET" EPDXY @ D03A L/R 5389 #or less MGT/ (2)FGTR 3965#/ 9450# (36) 1/4" x SDS MGT & (2) 1/2" x 5" TITEN HD S SCREWS BOLTS @ EA. FGTR (18) 10d x 1-1/2" K01, K02, L02 L/R - 510 # or less HIOA / H10A 1040#/ 1040# 18 10d x 1-1/2" (36) 10d x 1-1/2" ' L01 ` L/R 1934#orless (2)H10A / (2)H10A 2080#/2080# 36 10d'x 1-1/2" CIS -05S,V01-V05 L/R -137#orless PER TRUSS MFR TRUSS MANUFACTURER: PRO3UI LD DATE OF LAYOUT: DATE OF TRUSS CUT SHEETS: L = LEFT, R = RIGHT & M = MIDDLE BEARINGS: BEARING LOCATIONS ARE REFERENCED TO TRUSS MANUFACTURER'S TRUSS DRAWINGS. ALL CONNECTORS ARE SIMPSON PRODUCTS T 3 12 UL + + + + + + + + t + + t + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 3/12 VAULT + + + +++ + + + + + + + + + + +t++t++ t %+++/X++ + + + + + + + + + + + + + + + + t + t + + + + + + + + + + + + + + + t + + + + + + + + + + + t + + + + + + + + + + + + + + + + + + + + + -. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + t + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 3/12 VAULT 2' OCS + + + + +++++++. + + + + .101+0"+F + + + + AT4C�G+++++++++++ + + + + + + + + + + + + + + + + + + + + + + -. + + + + + t + -. + + + + + + + + + + + + + + + -. + + + + + + + + ++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + \ / + + + + + + + + + + + + + + + + + + + /ODD $PACE. + + + + + + + + + + + + + + + + + + t + + + + ++ L++ + + + + + + + + + + + + + + + + + + 4. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +++ + ++++ t 3/2 VAULT ���� -. + t t + + + t 2'O DOV* TO + + ODD SPACE 8'-0" F CLG. LAP( `IIIIIII© ROOF CRITERIA -16" OVERHANG @ EAVES U.N.O. -12" OVERHANG @ GABLES U.N.O -SQUARE CUT FASCIA -ROOF PITCH PER ELEVATION -SHINGLE LOADING SIMPSON - CONNECTOR SCHEDULE USP - CONNECTOR SCHEDULE MARK TYPE CONNECTOR & FASTENERS SPF SYP CONNECTOR & FASTENERS SPF SYP TO HETA16 w! (9)10d x 11/2" OR HTA16 w/ (10)10d x 11/2" OR OFRAME MASONRY HETA20 wl (9)10d x 1 1/2" 1810 HTA20 w/ (10)10d x 1 12" 1585 1870 © FRAME TO H2.5A wl (10)8d NAILS 535 565 RT7A w/ (10)8d NAILS 515 585 FRAME FRAME TO H10Aw/(18)10d x 1 1/2" 1015 1040 RT16A w/(17)10d x 1 1/2" 895 1020 O FRAME H10A-2 w/(18)10d x 1 1/2" AT 2 PLY TRUSSES 930 1080 RT16-2 w/(16)10d x 1 1/2" AT 2 PLY TRUSSES 935 1060 O FRAME TO MTS12 w/(14)10d x 1 1/2" (AT EXTERIOR 860 990 MTW12 w/(14)10d x 1 12" (AT EXTERIOR 1005 1195 FRAME LOCATION INCLUDE (3) 12tl TOENAILS) LOCATION INCLUDE (3) 12d TOENAILS) OFRAME TO MGT w/(22)10d NAILS AND 5/8" A.T.R. wl 12" "SET" 3330 3965 MUGT15 w/(28)10d NAILS AND 518" A.T.R. w/ 3330 4495 MASONRY EMBEDMENT w/ SIMPSON EPDXY 12" EMBEDMENTwI SIMPSON "SET" EPDXY OFRAME TO HTS20 wl(24)iOd x 1 1/2" (AT EXTERIOR 1125 HTW20 wl(24)10d x 1 1/2" (AT EXTERIOR FRAME LOCATION INCLUDE (3)12d TOENAILS 1310 LOCATION INCLUDE (3)12d TOENAILS 1285 1530 Q FRAME TO (2)14TS20 w/(48)1Od x 1 1/2" (AT EXTERIOR 2250 2620 (2) HTW20 wl(48)10d x 1 1/2" (AT EXTERIOR 2570 3060 FRAME LOCATION INCLUDE (6)12d TOENAILS LOCATION INCLUDE (6)12d TOENAILS (EA) FRAME TO HGT-2 w/ (16)1 Od NAILS AND (2) 5/8" A.T.R. "SET" HUGT2 w/ (16)1 Od NAILS AND (2) 5/8" A.T.H, "SET' O MASONRY w! 12" EMBEDMENTwl SIMPSON EPDXY (HGT-3 FOR 3-PLY) 10690 w/ 12" EMBEDMENT w/ SIMPSON EPDXY (HUGT3 FOR 3-PLY) 7020 9790 OFRAME TO FGTR w/ (18)1/4" x3" SDS WOOD SCREWS 3400 4725 RFUSwI (12) WS3 WOOD SCREWS AND 7100 MASONRY AND (2)1/2" x 5" TITEN HD ANCHOR BOLTS (4) 3/4"x 6" WEDGE -BOLT (1) LGT2 w/ (16) 16d SINKERS Ji FRAME TO & (7) 1/4" x 2-1/4" TITEN 2 1750 2030 MASONRY SEE NOTE #6 BELOW J2 FRAME TO MASONRY / (2) LGT2 wl (32) 16d SINKERS & (14) 1/4" x 2 114" TITEN (2 PLY TRUSS) 3500-M 4060-M (2) LUGT2 wl (32) 16d SINKERS & (10) 1/4" x 3" WEDGE -BOLT (2 PLY TRUSS) 3100-M 3100-M 3240-F 3770-F 3800-F 4520-F FRAME OR (28)16d SINKERS FOR FRAME (EA) OR (32) 16d SINKERS FOR FRAME (EA) J3 FRAME TO MASONRY/ (2) LGT3 w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5"TITEN (2 PLY TRUSS) 4730-M 6570-M (2) LUGT3 w/ (24) 1/4" x 2 1 /2" WS25 SCREWS & (4) 3/8" x 5" WB (2 PLY TRUSS) 6480-M 7050-M FRAME OR (52) 16d SINKERS FOR FRAME (EA) 5010 -F 6960-F OR (56) 16d SINKERS FOR FRAME( A) 648D-F 771U-F O BEAM TO HU410 OPT HUC410 wl (18)16d & (10)1 Od G#2680 HD410 OPT HD4101F w/ (20)16d & (10)10d 0113080 BEAM NAILS U#1895 NAILS U#1950 OBEAM TO HU410 OPT HUC410 wl (18) TITEN G#4500 HD410 OPT HD4101F W/ (20) 114" x 3" G43355 MASONRY 1/4" x2 3/4" & (10)1 Od NAILS U#1800 WEDGE -BOLT & (10)1 Od NAILS U#850 BEAM TO HU46 OPT HUC46 w/ (6) 10d NAILS & G#1540 G#3000 1-046 OPT HU46 w/ (6) 10d NAILS & G#1825 G42015 L2 MASONRY / (12) 1/4" x 2 3/4" TITEN (TO MAS,) U#980 U#1135 (12)1/4" x 2 3/4" TAPCONS (TO MAS J U91030 U0850 FRAME OR (12) 16d & (0) 10d (FOR FRAME) SYP-F SYP-M OR (12) 16d & (0) 10d (FOR FRAME) SYP-F SYP-M FRAME TO (2) HETA16 OPT (2) HETA20 1920 (2) HTA16 OPT (2) HTA20 M 1-PLY w/ (10) 10d x 1 1/2" OR 1-PLY wl (10) 1 Od x 1 112" OR MASONRY 2-PLY w/ (12) 16d 2365 2365 2365 2-PLY wl (12) 18d 2430 2430 HTSM16wl (8)1Od NAILS AND (4) 1/4"x21/4" 955 1110 HTWM16 w/ (8)1Od NAILS AND (4) IAN1 3/4" 1145 1225 FRAME TO NS TAPCONS WEDGE -BOLT O. MASONRY O O HTSM20 w/ (10)1 Od NAILS AND (4) 1/4"x2 1/4" 955 1110 HTWM20 w/ (10)10d NAILS AND (4) 1/4"x1 14" TAPCONS WEDGE -BOLT 1145 1225 POFRAME TO H 10S wl (8) 8d x 1 1 /T' NAI LS AND (2) 3/8"x4" 780 910 MASONRY TITAN HD DTT2Z W (8) 1/4" x1 1/2" SDS WOOD DTB-TZw/ (8)1A" x1 112" WS15 WOOD ® FRAME TO SCREWS AND (1) 12"2 A.T.R. EPDXIED wl 1836 2145 SCREWS AND (1) 1/2" B A.T.R. EPDXIED w/ 1610 1835 MASONRY SIMPSON "SET" (SEE NOTE #4) SIMPSON "SET" (SEE NOTE 94) HTT5 wl (26) 16d x212" NAILS AND (1) 5/8" E HTT45 w/ (26)16d x2112" NAILS AND (1) ®A.T.R. FRAME TO EPDXIED w/ SIMPSON "SET" 4375 5090 5/8" B A.T.R. EPDXIED WI SIMPSON "SET" - 5006 MASONRY (SEE NOTE 94 BELOW) (SEE NOTE 44 BELOW) HTT4 wl (18) 16d x212" NAILS AND (1) 5/8" 0 HTT45 w/ (18)16d x21/2" NAILS AND (1) OMASONRY FRAME TO A.T.R. EPDXIED w/ SIMPSON "SET" 3640 4236 518"6 A.T.R. EPDXIED WI SIMPSON "SET" - 4160 (SEE NOTE #4 BELOW) (SEE NOTE #4 BELOW) O FRAME TO H108w/ (24) 10d xl 112" NAILS 785 910 LUOT1 w/ (23) 8d x1 1/2" NAILS 875 1045 FRAME OFRAME TO HM9KTwl (4) 1/4"x1 1/2" SDS WOOD 760 760 RT16M w/ (9) 1Od x 1 1/2" NAILS & 1395 1395 MASONRY SCREWS & (5) 1I4'W 1/4" TAPCONS (4)1/4" x 1 3/4" TAPCONS TO VGT w/ (16) 1/4"x33" SDS WOOD SCREWS & "SET" OFRAME MASONRY (1) 5/8"8 A.T.R. EPDXIED wl SIMPSON 3555 4940 W/ 12" MIN. EMBEDMENT TO (2) VGT wl (32)1/4"x3" SDS WOOD SCREWS OFRAME MASONRY & (2) 5/8" 0 A.T.H. EPDXIED w/ SIMPSON 5170 7185 "SET"wl 12" MIN. EMBEDMENT FRAME TO VGT w/ (16) 114"x3" SDS WOOD SCREWS & MUGT15 w/ (22) 10d NAILS 8 HTT45 w! (18) O FRAME HDU4•SDS2.5 wl (10) 1/SDS WOOD 3285 4565 1Od NAILS & (1) 5/8" A A.T.R. - 4160 SCREWS & (1)) 5/8" A.T.R. A. O FRAME TO (2) HTT5w/ (52) 16dN21/2" NAILS & g375 (2) HTT45 w/(52)16d"x2 1/2" NAILS 5005 FRAME (1) 5/B"E A.T.R. (SEE NOTE #4) 5090 & (1) 5/8" B A.T.R- (SEE NOTE #4) 1. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALLS/ BEAMS w/ (2) 12d TOENAILS. 2, ALL TRUSS TO TRUSS CONNECTIONS ARE PROVIDED BYTRUSS MANUFACTURER, U.N.O ON PLAN. 3. G.C. MAY USE EITHER SIMPSON OR USP CONNECTIONS, SEE FRAMING PLAN FOR CONNECTOR CALL OUT. 4. FOR SINGLE PLYTRUSSES, SCAB ON FULL HEIGHT SYP #1 2"x4" TO TRUSS VERTICAL WEB w/ (2) ROWS OF 10d NAILS @ 3" O.C. STAGGERED, 5. 12" MIN. A.T.R. EMBEDMENT @ CMU BOND BEAM U.N.O. 6. SCAB TRUSS CHORD w/ 4'-0" 2x SYP #2 (MATCH CHORD LUMBER SIZE) wl (2) ROWS 1 Od @ 4" FROM END & 4" O.C. STAGGERED; CENTER AT CONNECTOR LOCATION AS MUCH AS POSSIBLE. O MINIMAL CONNECTOR LINO ON FRAMING PLAN 1. CONNECTION FOR ALL ROOF / FLOOR TRUSSES TO MASONRY WALLS/ LINTELS/ ICF WALLS UNO ON PLAN 2. CONNECTION AT 24" OR 32" O.0 PENDING VERTICALS FOR ALL FLOOR TRUSSES PARALLEL TO MASONRY WALLS SEE DETAIL FB121S3.1 FOR MORE INFORMATION 3. CONNECTION FOR ALL HIP JACK (CORNER JACK) TO MASONRY WALLSACF WALLS/LINTELS 4. CONNECTION FOR ALL CONTINUOUS RIM BOARD TO TOP OF MASONRY AT 32" O.0 MAX. w/ (2)AT EACH CORNER. G.C. TO VERIFY LOCATION DOES NOT CONFLICT wrrJI (IF APPLICABLE) LAYOUT 5. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALUBEAMS wl (2)12d TONAILS BO MINIMAL CONNECTOR UNO ON FRAMING PLAN 1. CONNECTION FOR JACK TRUSS TO WOOD WALL OR BEAM O MINIMAL CONNECTOR UNO ON FRAMING PLAN 1. CONNECTION FOR ALL TRUSSES TO INTERIOR/EXTERIOR BEARING WOOD WALLS AND/OR BEAMS ROOF FRAMING NOTES 1. SHINGLE OR METAL ROOFING SYSTEM (SEE ARCH.) SHEATHING - SEE [RSH1 SCHEDULE THIS SHT. FOR SHT'G & FASTENERS ON PRE- ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. 0 CONVENTIONAL FRAME ROOF.(SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPEAND OTHER INFORMATION. 2.THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2x4 #2 SYP WITH (3) 10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH 8d NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 - - - NOTE TO FRAMER - - - IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEES MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FDS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 REFER TO ROOF PLAN & ELEV'S. FOR O.H. DIST -+—METAL DRIP EDGE C.M.U. OR ICF WALL —2 x SUB -FASCIA SEE TYP. WALL �—ALUM FASCIA SECTION 2x2 #2 P.T. MIN. FASTENED 2x BLOCKING NAILED TO TOP CHORD OF EVERY PER NOTE 2 BELOW. OTHER TRUSS w/ (3) GONT 2 x 4 NAILED TO 12d NAILS, TYP, (**) (***) BLOCKING W/ (2) 12d NAILS CONTINUOUS SOFFIT 1. G.C. TO VERIFY SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENT AND CLADDING LISTED IN THE DESIGN CRITERIA ON COVER PAGE. 2. 2x2 #2 MIN. P.T. W/ 1 CHANNEL SECURED AT 24" O.rv. FASTEN TO CMU W/ 3/16"x3" TITEN 2 AT 16" O.C. (IF WOOD WALL, FASTEN W/ 0.148"x31-Al' AT 16"O.C.) 3. (F) CHANNEL APPLICATION: 2x2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE (*) REFER TO THE PRODUCT APPROVAL FOR INSTALLAIQ N DETAILS (**) ALUMINUM SOFFITS > 1'-4" BLOCKING REQUIRED. (***) VINYL SOFFITS > 1%0" SHALL TRUSS LAYOUT I,11 -4HAVE FOR SOFFITS < 1'" MID BLOCKING NOT REQUIREi,) MID BLOCKING PER R704.2.1 SCALE: 1/4"=V-O" TYPICAL SOFFIT SUPPORT DETAIL 3/4" = 1'-0" 7 ■ � o N 14 00 LO 0 c c W na r III W h 00 w I." v U1 00 I'- 0 p9 o rl 4k *k 4k gi c W ''„. O N r�-1 J J JJ N 0 o LL U. LL �8g0" Z LU a 411 k' mcncoQ0 a Wp c lL 5� ` 9 }}. O O D_ W P �i M J W: (� L C Q 0. IceIL oa )4 8P O u7 O d my-OLl 2 Q= U I°- i WWW.FDSENG.COM El ❑ 11 C9 Z 0 — O CD z o 10 Z N Y Q11 <-i — I I z r' cal LL Ljw _0 � [6 — UO& O w g c c0 � ~ J m U �CA E 3E 00 = O f` N a o'm a �DA MS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32663 DIVISION LOCATION: PORT ST. LUCIE VT Job Information: O z �LO to Uj O m F—�Um LO °- — OJLLJ-n o J m U) � Ln LL Model Name / Number: 2000 Plan Issue Date: Thursday, July 1, 2021 VI KA PROJECT NUMBER: 21-6349 I Sheet: IOf: I TRUSS LAYOUT 2x6 #2 SYP P.T. W/ (2) '/2'x5" WEDGE ANCHOR 0 OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 1 1/2" STEEL LAG BOLT W/ WASHER. MIN. 6 PER TRACK TO JAMB. (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2" o "J" BOLTS WASHERS SET IN o FILLED CELL W/ #5 TYP. FILLED CELL MIN. 5 PER JAMB. VERTICAL SECTIONAL o OVERHEAD DOOR CONT. P.T. #2 .' . WOOD SYP 2" X " a :; f TRIM o .a`et'�� JF�f?� 6 ° a~�'SE• 2"x6" P.T. WOOD JAMB + < DOOR AND CONNECTION PER ° GARAGE DOOR MANUFACTURER GARAGE SLAB '� `µ�'w^� b TYP. GARAGE DOOR 0 ESSN���+a TRACK MOUNTING DETAIL ° act MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. N yq C.g CN allp. 0 N 41 w r o0 d m c d I•" 6C� CO (� ,R,qcc rn d. k adN pypy pp . FA dammo� i�lnM� 2 ' o�P px 3ir.b-��, � QCZi tiN W (q BLOWN IN R-30 INSULATION PER FBC o LL w 0 `o � o o- W 3 AND ENERGY FORM SUBMITTED WITH H o _ a' Z Y PERMIT APPLICATION PROVIDE BAFFLES W r ° 01 0 rn °�� w AT EAVES (FOR VENTED ATTICS) BLOWN -IN R 30 INSULATION PER 12 .� a UI 00 co AND ENERGY FORM SUBMITTED FIBERGLASS SHINGLES OR 2 ° > °� g Z N m "� 2 a SEE PLAN TILE ROOF (PER ELEVATION) a N d W V J N 12 WITH PERMIT APPLICATION OVER APPROVED UNDI=RLAYMENT m_ PROVIDE BAFFLES AT EAVES \� PER FBCR 905.1.1 OVER APA ° www.FDSENG.COM ❑ SEE PLAN (FOR VENTED ATTICS) PRE ENGINEERED WOOD ROOF SHEATHING - SEE SCHEDULE- ~ ' —FIBERGLASS SHINGLES OR TRUSSES @ 24" O.C. [RSH] - ON FRAMING SHT. FOR 0 1 I TILE ROOF (PER ELEVATION) I SHTG &FASTENERS. OVER APPOVED UNDERLAYMENT PER FBCR 905.1.1 OVER APA \ TRUSS ANCHOR (SEE PLAN) _ o Z N O PRE-ENG. WOOD ROOF SHEATHING - SEE SCHEDULE- - — - N RSH ON FRAMING SHT. FOR _ SEE PLAN FOR Z I TRUSSES @ 24" O.C. BRG. HT. SHT'G &FASTENERS. 1/2" DRYWALL J m FELTPAPER 0 ETA DRIP EDGE ... TRUSS ANCHOR (SEE PLAN) P R V L m } ' ' '1 • `, ? �� TO BE INSTALLED ON OUTSIDE TRUSS PLATE J _X SUBFASCIA GCif I FACE 3/4" P.T. NAILER r W I ••�• SOFFIT, SEE ARCH. - — - - — - — - — - 112" DRYWALL PLANS METAL DRIP EDGE CURTAIN NAILER r 8 x 8 x 16 K.O. 0 11' 1/2" DRYWALL 1 x 4 P.T. @ WINDOWS r LINTEL BLOCK 2X SUBFASCIA 1 x 8 P.T. @ S.G.D. " O.H, W/ (1) #5 DIA. REBAR & CONNECT ALL 2x STUD _ m " SEE ELEV. 3000 PSI CONCRETE U � TO TOP PLATE WITH (4) PRECAST ULINTEL " LU " o 16d TOENAILS —SOFFIT. SEE ARCH. "" � y �_ � PLANS SEE SCHEDULE o " 1/2" DRYWALL _ u SEE PLAN FOR HEADER SIZE = LA ai u7(V `-o o a ao OPTION:: 15/32" OSB EXPOSURE 1 ON O.H. EXT, WALL W/ ALL EDGES BLOCKED. f �AMS HOMES MAXIMUM OF (3) - 2X PLATES MAY BE ADDED BELOW THE HEADER W/ EACH SEE ELEV. SEE T1313 FOR NAIL ATTACHMENT. r 46 PLY ATTACHED W/ (2) ROWS OF 16d (OPTION) STAPLE: 16 GA. 1 3/4" NOTE: 44" MAX. SILL HGT. ON n FILL CELL -(1) #5 DIA. STAPLE @ 2" O.0 EDGES AND FIELD. FLORIDA CONTRACTORS LICENSE N0. CRC13301 NAILS AT 8„ QC, ALL BEDROOM WINDOWS. h REBAR W/ 3000 PSI 3000 GULFBREEZE PARKWAY " CONC. ALL LOCATIONS SHOWN ON FOUNDATION GULFBREEZE, FLORIDA 32563 VINYL FRAMED WINDOW w/ SCREEN W &FLOOR PLANS DIVISION LOCATION: (G.C. TO VERIFY W/ FLOOR PLAN u LOCATION OF OPENINGS IN µ PORT ST. LUCI EXTERIOR WOOD WALLS. IF NO I OPENINGS ARE INDICATED, FULL STUDS ARE REQUIRED). � � •, Job Information: NOTE; 44" MAX. SILL HGT, ON ALL BEDROOM WINDOWS. ' VINYL FRAMED WINDOW F" 1 WINDOW STOOL rl W/ SCREEN CEMENTITIOUS DECORATIVE PER SPECS rat PRECAST CONC SILL rroo FINISH 7/8" THICK PER ASTM " " C 926 98A 0 PAPER BACKED FOIL R-4.1 a INSULATION AT CMU BLOCK WALL N 2X STUDS (SEE FLOOR PLAN FOR PER FBC AND ENERGY FORM ! EXTERIOR FINISH - 1/2" DRYWALL MORE INFORMATION). SEE TB13 SUBMITTED WITH PERMIT (SEE ELEVATIONS) z c ON SHEET 6 APPLICATION Lo FOR NAILING INFORMATION FOR FTG. DOWEL #5 DIA. REBAR o ch R-13 INSULATION AT EXTERIOR WALL SHEATHING. 1 x 2 P.T FURRING 17" IN CONCRETE - 25" i WOOD FRAME WALL PER FBC P.T. 2X #2 SYP. BASE PLATE 1 x 4 P.T. EXTEND (ACI 530) ABOVE > QO U AND ENERGY FORM SUBMITTED w/ 1/2 x 8 A.B. (OR 1/2" x 8" TITEN BASE NAILER SLAB. ALL LOCATIONS SHOWN WITH PERMIT APPLICATION HD) w/2" WASHER AT 32" O.C. WOOD BASE ON FOUNDATION PLAN Lo z_ MIN. 6" FROM END - SEE WS07 PLAN FOR W ZD � O WOOD BASE FOR TERMITE SHIELD SEE FOUNDATION � SLAB IN _ JGoU)V) �'" SEE FOUNDATION PLAN TOP OF SLAB L VI FOR SLAB INFORMATION TOP OF SLAB' GRADE J F A " z Model Name / Number: 2000 ._ -� - :4 „ GRADE I c 7hiI N I 1 CLEAN W SEE PLAN FOR ., Plan Issue Date: —- N o I RE -BAR QUANTITIES COMPACTED a Thursday, July 1, 2021 FILL :t •` VI KA PROJECT NUMBER: SEE FOUNDATION PLAN �SEEP N4 PLAN OUNDATION 21-6349 16" FOR FTG REQUIREMENTS Sheet: Of: S-2 W 02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4" = 1' o" WS01 TYPICAL WALL SECTION - 8" CMU 3/4" =1' o" TYPICAL FRAMING S TYPI A DETAILS I SEE TRUSS PLAN FOR CONNECTION FRAME OUT TO BLOCK EDGE I I ' 2 X 4 #2 SPF KNEEWALL WITH INSULATION AT EXTERIOR STUDS @ 16" O.C. W/ WOOD FRAME WALL PER FBC STRUCTURAL SHEATHING ON AND ENERGY FORM SUBMITTED BOTH SIDE FROM TOP OF WALL WITH PERMIT APPLICATION TO BOTTOM OF BEAM, ATTACHED ; (WHEN EXTERIOR WALL IS PER NAILING SCHEDULE. EXPOSED TO INTERIOR SPACE) SEE PLAN FOR BEAM SIZE LBUILDER FRAME RADIUS AS REQUIRED n n , j4"\ `gl f 2x BUILD -OUT BEYOND ti Z%s 4 f".'• WF38 KNEEWALL ENTRY FRONT WALL p. PROVIDE 2x4 ON TO ®' OF 2x8 TO BLOCK OUT 2 ROWS 12d @ 43%% , TOP PLATE ATTACH W/ 3" E S O.C. ° O OUBLE 2x4 (2) 12d NAILS O.C. TOP PLATE Ftq (SOLID BLOCK w/ 2x6) '�J°°f�fa�(p€Iilt�y'° 2x4 STUD PER PLAN 2x4 BEYOND AGAINST 2x8 STUDS OP SPLICE NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OUBLE 2x8 TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. TOP PLATE SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN N TOP PLATE W 8d 2 1/2" x 0.131 NAILS (SIM. w/ 2x6_- o o * NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) 2x4 w/ 2 ROWS OF r NIC13 •1 � 00 ti . W a LCJ co ti 12d NAILS @ 3" O.C. _ = w a =W o 00 TOP PLATE TRANSITIONa I (a O N .-I LL LLLL n' PIPE OR DUCT w/ OUBLE 12d W w 'O N pPENETRATION THRU _10 ` a�<A-�r� Lu mTOP SPLICE !vN � O oTOP PLATE w/ MORE o-� H Wc rda wTHAN 50% OF TOP 9 € ROWS12d Op-6m5 oPLATE WIDTH INSTALL @ 3" O.C. u�- ryoW00 SIMPSON PSPN516ZM�ZN mQ mW/ (12) 16d NAILS TYP. d aWTOP & BOTT. BOTTOM SPLICE ��LL aNOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS Z G io � �TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. OVER STUDW SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ c c I°- � �'N � WWW.FDSENG.COM El 11 El (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO TOP PLATE W 8d 2 1/2" x 0.131 NAILS UI ^� * NOT REQ'D. WHEN QT SYSTEM IS APPLIED z CD 0 NOTE: z o PLATE LENGTHS MUST BE AT a o LEAST 8'-0" LONG. TYPICAL a_ WF17 TOP PLATE SPLICE DETAIL 3/4"=1'-0" J J z Lo I -k U') 0 m LL 2x8 SYP #2 W . 0 0 TOP &BOTTOM LU ro ro V ATTACHED W/ (1) ROW 16d 2x6 SYP. #2 �� CC5 (~j N NAILS @ 16 O.C. RIPPED - -- Uj o (III ~ 00 v 00 = 0 -- N BOX HEADER DETAIL Q o - o * CRIPPLES MAY/MAY NOT BE PRESENT. m 0 IF ONLY (1) KING 7/16" O.S.B. VERIFY HEADER ELEVATION 12 A ,..-� DAN1S HOMES (1) JACK USED AT EA, SIDE EACH SIDE OF 2X BLK'G. TO O.S.B. OPENING G.C. TO W W/ 2 8d INSTALL (3) TITEN HD. EA. END (2) 2 x 4 LAMINATIONS W/(I) (3) 2 x 4 LAMINATIONS W/ (2) ROWS OF STAGGERED 16d (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF STAGGERED 16d 5/8" x 8" EQUALY SPACED ROW OF STAGGERED 10d COMMON WIRE NAILS (D = 0.148", L= 3") OR EQUAL COMMON WIRE NAILS (0NE INTO EACH OUTSIDE FACE) COMMON WIRE NAILS (ONE INTO EACH OUTSIDE FACE) PER SIDE INTO CMU AT JACK TO HEADER, NO BASE EDGE VIEW (D = 0 102" L- 31/2") OR EQUAL (D = 0.162", L= 3-1/2") OR EQUAL HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL JACKS KINGS JACKS KINGS SIZE EA END EA END EA END EA END LESS THAN 4' (1) (2) (1) (2) >4' BUT <9' (2) (3) (2) (2) 10'-0" - 16' 3 4 3 4 HEADER ANCHOR NAILED TO TOP PLATES, SEE ELEV. HEADER &JACK (TYP) PRE-ENGINEERED WOOD TRUSSES @ 24" O/C FLORIDA CONTRACTORS LICENSE N0. CRC1330146 HEADER SIZE NO. & SIZE OF UPLIFT CONNECTOR (SEE SCHEDULE) 3000 GULFBREEZE PARKWAY & GRADE RAFTER TIES GULFBREEZE, FLORIDA 32563 EACH END DOUBLE 2"x4" TOP PLATE SEE PLAN FOR (2) LSTA 30 DIVISION LOCATION: BEAM SIZE NOTES' 1) ADJACENT NAILS ARE DRIVEN FROM 3) FOR 4-PLY, PROVIDE 1/4"DIA. x 51/2" LAG OPPOSITE SIDES OF THE COLUMN, SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) LEAST 3/4" OF 4) REFER TO NOS SECTION 15.3 FOR CONNECTOR REQUIRED INSULATION AT EXTERIOR (3) 16d SEE PLAN SP4 AT SEE SCHEDULE 2"x4" STUDS @ 16" O/C CRICKET AS REQUIRED PORT ST. LUCI E ♦ Job Information: 2) ALL NAILS PENETRATE AT THE THICKNESS OFTHE LAST LAMINATION. ADDITIONAL INFO. COMMON WOOD FRAME WALL PER FBC FOR WILL 2X CRIPPLES @ 16" O.C. '/ WF37 TYPICAL COLUMNS DETAILS N.T.S. AND ENERGY FORM SUBMITTED 24" O.C. NAILS(TYP) HGT. WITH PERMIT APPLICATION 11 TOP AND BOTTOM W/ SIMPSON SP2 P 2-ROWS 12d NAILS a STAGGERED @ FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 1 1/2" CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) F.F. OVERHANG ; :.�'. .',�'.,,�':,�' i. CMU— FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" M M •1 , ■ PER• 'do � Ord �. . • TOENAILS EACH r TYP. • ARE •A • BOX HEADER EACH r ---ONIIIIIIIIIIIIII IVAt 12" O/C EACH * WHEN STUD LENGTH , FACE OR 3-ROWS rl000 IS LESS THAN 12" USE 12d NAILS STAGGERED SIMPSON SP2 @ EA. STUD LSTA30 STRAPS AT EACH j @ 12" 0/G FOR 2 x 10 APA RATED STRUCTURAL SHEATHING STUD WRAPPED OVER OR GREATER HEADER MIN 7/16" FASTENED TO TRUSSES W/ TOP PLATE &NAILED 8d COMMON WIRE NAILS @ 4" O.C. TO HEADER EACH SIDE BOUNDARIES 6" O/C EDGES & 8" FILL ALL HOLES IN DOUBLE 2 x #2 O.C. FIELD Z N cH STRAP S.Y.P. HEADER W/ INSULATION AT EXTERIOR OLo +1 0) 1/2" FLITCH PLATE WOOD FRAME WALL PER FBC w cn d 10d NAILS @ HEADER. (U.N.O.) AND ENERGY FORM SUBMITTED +� 8" O/C TYP. WITH PERMIT APPLICATION _ _ /� 00 Q1 C.) FILLING AND BLOCKING AS (WHEN EXTERIOR WALL IS 7 DOUBLE 2 x 4 REQUIRED FASTENED TO _ EXPOSED TO INTERIOR SPACE) - L CRIPPLE STUD HEADER W/(2) ROWS SIMPSON SP1 @ EA. STUD e Q W TYPICAL (U.N.O.) OF 12d @ 16" O/C UNLESS NOTED OTHERWISE � J ) 2"x P.T. PLATE MAIN SPAN ROOF TRUSS W V ♦ Model Name / Number: 1/2" X 8" "J" BOLT 2 x 4 STUDS TYP. @ 24" O/C MAX UPLIFT CONNECTOR 2000 SIMPSON HTT4 W/ (18) 8" x 8" x 16" K.O. (SEE SCHEDULE) CMU 16d NAILS &A 5/8" BLOCK W/ 1 #5 CONT. ♦ I Plan Issue Date: EXPANSION ANCHOR Thursday, July 1, 2021 W/ 6" EMBEDMENT U.N.O. g0F R �'li(✓G X. OR 8 1/2" AT GARAGE CMU WALL STEP DOWN ♦ KA PROJECT NUMBER: 21-6349 N CONNECTIONS HOLD * * NOT REQUIRED @ BEARING P.T. BOT. PLATE NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ'D. Sheet: WINDOW OR DOOR OPN'G Of: WALLS WITHOUT UPLIFT _ WF42 KNEEWALL ABOVE MASONRY WALL 3/�4" MS18 RETROFIT WALL OVERHANG DETAIL N.T.S. WF39 I TRANSOM DETAIL AT ENTRY 1/2" = 1'-O" WF09 I WALL HEADER DETAIL N.T.S. TYPICAL WALL DETAILS *DIAGONAL SPACED AT 20'-0" O.C. MAX SAME SPACING AS BOTTOM CHORD LATERAL BRACING J � TO BE LESS THAN , OR EQUAL TO 450 I - - I MINIMUM 2"x4" , CROSS BRACING (SEE PLAN FOR LOCATION) `2.,-. -'' j-BLOCKING � I I ' �. � � I (3) 12d I I _ i � I I PER JOINT I ` CONTINUOUS LATERAL BRACING- NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS X-BRACING 2x4 SPF OR CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING SYP W/ (3) 12d @ EACH TRUSS WEB T11301 TYPICAL CROSS BRACING DETAIL N.T.S- T11302 TYPICAL CROSS BRACING DETAIL N.T.S. 0 N 4.` • eY PROVIDE 2X4 MIN. BLOCKING AT • •• CENTER LINE OF HIP/RIDGE, TYP. i-z� BETWEEN TRUSSES W/ (2) 12D a L�. ` NAILS EACH END TO TRUSS TOP CHORD °e p P 66 TY A TRUSS ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING -` WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP PACE 1'(��if))I?s4'® STRUCTURAL G.T. SHEATHING cn ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 TOP CHORD WHEN REQ'D NAIL TO TOP CHORD TO PREVENT SHEATHING ACK OF HIPPED TRUSS W/ SPAN FROM EXCEEDING RUSSE 12d NAILS @ 6" O.C. MAX 24" SPAN (EITHER T XF SIDE OR BOTH IF REQ'D) (2) 12D NAILS MINIMUM (3) 12d _ o O ROOF " AT 12 O.C. MAX PER JOINT " MINIMUM 2x4 SPF OR SHEATHING SYP TRUSS BRACING *SPACED AT 10' 0" MAX y C 0 y �^ �Y N � 4 W 00 SEE PLAN g -C Way' coo oro Y ag u-4 r a� o3v .t 1� J _I J � LL LL Lo 2X4 BLOCKING �aM �o ti w a � � � I HIP TRUSS s �y�oo BETWEEN TRUSSES c g x p1 3 O y C �v IL � W ! O a ECS T. A A v-s p� IyII � m rn� O _y Ltfl@ ztw 7 a' ��,A TB03 HIP RIDGE BLOCKING DETAIL N.T.s. TB04 TRUSS BRACING OVERLAP DETAIL (TYP) N.T.S. 9_9 cly III UI�O�i "m Q' w La,3mw yI :G �, T y G ¢'�` Gn N M y ¢ d OUECLL a c; 0 O u8� N rn=.c�NFn dSt t ^.c�'s'k�'. CJ J fn ° ❑ ElVWVW.RJStNG.COM ❑ c` UI z — o TRUSS NOTES: c' 10 I tf J ' 1, WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 Vz a _ (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 9 IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES, THIS CONSTRUCTION LOAD SHOULD BE LIMITED m TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT SO AS TO AVOID OVERLOADING ANY ONE TRUSS. w EVENLY OVER A LARGE AREA BY THE TRUSS MANUFACTURER ALL u 2- ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION. U 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT nL c 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. mm � ~ J M SEE TYP. TRUSS BLOCKING DETAILS U SHEATHING w O t � � „ —_ D 00 O � N 3 TO 4 TRUSS x4 AS SHOWN Y - a TRUSS SPACES [ALTERNATEIRECTION c Q N o n0q RUS A DAMS HOMES VERTICAL SCAB 2X6 #2 SPF 48, O.C. SEE (2)-12 NAILS W/ (4) 12d TOP & BOTTOM OR H5 SECTION TRUSS TO Ea TRUSS FLORIDA CONTRACTORS LICENSE N0. CRC1 30146 OR HCLR/LL IN PLACE OF (4) 10D B B / REQUIRED RAFTERS GREATER THAN 8'-0" 3000 GULFBREEZE PARKWAY '---DOUBLE GULFBREEZE, FLORIDA 32563 SEE PLAN TOP DOUBLE PRE-ENG. TRUSS PLATE SECTION B-B TOP PLATE DIVISION LOCATION: 2x STUD WALL SEE PLAN PORT S . LUCIE CONV. FRAMED RIDGE Job Information: MAY BE NAILED w/ MIN. VERTICAL SCAB 2X6 412 (4)12d WHEN IT LANDS 11SPF 48" C.C. W/ (4) 12d NEXT TO PRE-ENG. TRUSS 2x8 BLKING. NAILED 0 EACH TOP & BOTTOM OR H5 OR SIDE w/ (3) 12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12d B REQUIRED w/ (2) MTS12'S REQUIRREOD @ RAFTERS GREATER COLLAR TIE EVERY 3rd SHEATHIN RAFTER o 2X4 BLOCKING BETWEEN CB BEVEL CUTS (OPTIONAL) O TRUSSES W/ (2) 12d NAILS 0 EACH END, CONT. EACH BAY g TB 2X4 SPF W/ (2) 07X3-1/2" LO �O 0) ALTERNATING DB WOOD SCREW EACH TRUSS OR H5 @ 48" O.C- ui Cri i +. "IBLOCKING PRE-ENG. TRUSS C) O 00� O CONT. ROOF SHEATHING AT TRUSS TOP AREAS TYP. 7 V �� , , ■ ■ •� J STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED L m L0 a SEE PLAN FOR CONNECTION — O J W D o B 2X4 P.T. BLOCKING BETWEEN DIAGONAL WOOD - 2x8 #2 SYP RIDGE BEAM co '�/r,1 J — " TRUSSES W/ 12)-12d NAILS @ AT 8'-0" EACH END MAX TRUSS -X.2x6 RAFTERS @ 2'-O"O.C. ♦ Model Name /Number: MAX. W/ (3) 124J COMMON WALL BELOW TOENAILS TO RIDGE BEAM 2X4 RAFTERS FOR SPANS LESS THAN 2000 (SEE PLANS FOR TYPE) 4 FT @ 2'-0" O.C. MAX W / (3) 10D CONC. MASONRY — COMMON TOE NAILS TO RIDGE BEAM 2X4 CONT. AT STEEL OR WOOD ♦ Plan Issue Date: T & B CHORD BEARING SUPPORT TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING Thursday, July 1, 2021 ♦ KAPROJECT NUMBER: @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING 21-6349 Sheet: S-4 Of: TB06 I BLOCKING AND CONVENTIONAL FRAME. DETAILS N.T.S. ROOF FRAMING AND BRACING DETAILS IA L54 a V. THERMA-TRU INSTALLATION KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smal€er on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" truck shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN, THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 11/4" EMBEDMENT INTO THE MASONRY JAMBS. R, 11 r-" SPAC EVEN MW 6" 6" SINGLE DOOR DOUBLE DOOR W/ SIDELITES SPA EVE iN SINGLE DOOR W SIDELITE >" 6, SPACE :VEN LY 3„ SINGLE DOOR W/ SIDELITES ..7 J _j1 I a E DOUBLE DOOR LOCATION OF BARRIER TO BE 1'-011 IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE Ill / FILLED PVC. PIPE. 0 m TOP OF SLAB 00 Z I 'll cold ° It' lit" 11 1 16" MIN. DIAMETER r-1 z °- �� CONCRETE FOOTING l PROTECTION BARRIER DETAIL N.T.S. 5„ SPACE EVENLY ° g............................. ll $ ...... -- Rh Z ° SEALANT LI NAIL SHINGLES W/ It OR 12 GAUGE ROOFING • NALS. 3/8" MIN HEADS_ 6 PER SHINGLE. i �cK OFCVK 4_11 Line_Valleybycentering �ooaOra'@a es 36" wide - �a@no o' I CertainT w1, rGuarp ads 'aY° 0 aterproofinIngle �e��DJh nderlayment or-7?;�'A cuivalentdir to se e E\` k. :� Co`)h GOOhse d GoaCS e � . Rake 5 hA\ 3t 2Nd C°Ur5 6Co5 yst ` MMetal o not nail withir Doge 2� \ 6" of Embed each shingle z9^ valley centerline in a 2" ' r wide strip of asp(ralt raging cement. Cut 2" diegonafl�Y off upper Save 7" orner a trimmedI pieces to use in 5th Course � s ' le. , r� Out shingles / 2 back from valley centerline SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY TEXTURED, PAINTED BEHIND FLASHING LOCATIONS) ETTER. WALL FINISH AND EXTENDING A MINIMUM OF 6" ABOVE 6" X 6" H GI VERTICAL RISE OF FLASHING VERTICAL WALL FLASHING CONT. AT KNEEWALL T ENTRY PLASTER STO -SEALANT ROOF SHINGLES �'� r Z � -Iff 6LASHING CONT.-� w v / FLASHING DETAILS NOTE: THIS DETAIL IS REQUIRED FLASHRrIG AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION Extend the sningles aver the rake and eaves about 1/2" if drip edge is used, or about 3/4" if no drip cdg0 is used. INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF W'DOW N AND/OR SGD FRAME MIN.) GLUE STRIP �� w/ ADHESIVE SEALANT & SCREW w/ 3/16" x 3 1/2" PHILLIPS FLAT HD, "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATION OF WINDOW ATTACHMENT N.T,S BUCK STRIPS - 1x4 (DEPTH OF WDW. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS 1/2" DRYWALL FLAT HD. "TAPCON" SCREW THRU THE W'DOW FRAME INTO MASONRY \ JAMB MIN. 4" FROM END AND MIN. 16" C.C. - 1/8" SHIM SPACE EXT. FINISH DRIP EDGE WINDOW SEALANT BACK OF JAMB GENERAL CONTRACTOR TO COORIDATE SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S Ippp- A.1 irNt' 11=10not TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S �0 R905.28.5 DRIP EDGE. PROVIDE DRIP EDGE At EAVES AND GABLES OF Sill NGLE ROOFS. OVERLAP TO DE A MINIMUM OF Sin (76cm), EAVE DRIP EDGES SHALL EXTEND %in BELOW SHEATHING AND EXPEND BACK ON THE ROOF MINIMI:M OF 21n. DRIP EDGE AT EAVES E SHALL B PERMITTED TO BE INSTALLED EITHER ]FR THE 'NDERt.AYMFNT-IF INSTALLED OVER OR UN C, 8 OVER THE LNDERLAYMENT, THERE SHALL RE A MINIMUM 'I!,, WDTH OF ROOF CEMENT INSTALLED OVER I HE DRIP EDGE FLANGE. URIP EDGE SHA-L 3E MECHANICALLY IASTENED A MAXIMUM OF 121E ON CENT, R. WHERE THE Vasd AS DETERMINED IN ACCORANCE WITH SECTION R301.2.1.3 IS 110 MPH (177 KM/H) OR GREATER OR THE MEAN ROOF HEIGHT EXCEEDS 33 FEET (10,058 rrm), DRIP EDGES SHALL BE MECHANICALLY FASTFNFD A MAXIMUM OF 4INCHFS ON CENTER Maximum Fastener Spacing (Jambs, Head and Sill) ')I + Screws Mounting I Fin i I ;I 6eterior VIEW of Fixed Window EI Walt Framing; #2 SprucelPine/F it Or Better , Silicone # 10 x 1-112" Screw Minimum Penetration 1-3/8" Glazing Bead� Cross Section View e Minimum Silicone Exterior Sheathing Note: We strongly recommend the use offlashing and/or flashIng tapes and sill pans as stated In A57M E2112.01. However, due to variation In codes and building types, It Is left up to the end user to determine the proper lnstallatlon of these Items. _r 8,0,,re your a r the bubble yr I / te I bauk fopectklr, lbut please e 450 th . vvt3,h ir., potec;the ttl.k_e.sf-o sccsxec;and rdher .aye ,lconVuuMn.ohc.,i,te&.. Step 1 Measure to be sure the opersing is 3/8" to 1/2" larger than the window size both vertically and horizontally. ' You may wish to pre -drill the installation toles in the fin at this time. Cisregard the 22rxtyd hoes in die mountfrg fin, as eM are not necessad crud Step 2 Apply a generous bead of silicone to the backside of the mounting fin. Use enough silicone to sufficiently fill all voids between the fin and the wall sheathi . Step 3 Inert the window into the opening from the outside, The window is labeled "hetide" and "outside", but if these labels have been r the glazing bead should s b the i of building. removed, always be Inside flee w dl Y Step 4 Instail shims under the sill, adjusting them until the unit Is plumb in the opening. Shims should be installed under the sill every 2 feet. The window should be basically centered in the opening with no more than 114" gap between the window and wall framing. Step 5 Install a #10 x 1-1/2' screw 4" from the comer of the An at each end of the head, sill and both jambs, Step 6 Install the remaining fasteners In B" Increments from the corner screws to the center of each frame member. Use care not to over - tighten the screws and pull them through the fin. Also, make sure the screws go in straight and do not cause the frame to bow, Wall flaming should be a minimum of #2 Spruce/P1ne./Fir. Fasteners should be #10 screws of suffid ent th to achieve 1.3/8" penetration into the wal and no 11I than 1/2" from edge of hamin . Fastener quantities needed in each side of frame to achieve 8" Length of Frame Mlember 10- 16- IV I 4 42- so" Sr 66' 74" 82- 90" 98- Number of Fasteners 2 3 4 1 s 1 6 7 8 9 10 11 1 12 1 13 Step 7 Remove excess silicone "squeeze our from around the fin and Inspect for holes or vol ls. Use silicone to fill any voids. Step 8 If desired, a foam insulation can be applied to the interior gap between the window and wall framing. If applied, uds must be the NON EXPANDING 7 YP,1 rOAM, Step 9 Since these windows are typically used in rooms with high moisture, le; bathrooms, It is recommended that the interior gap between the window and wall framing also be sealed with silicone and tooled so as not to Interfere with the installation of wallboard, file or trim. Step 10 Once all construction 1s 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 usLa soft cloth. Failure to follow these procedures will void any and all warranties, GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION AND CALL OUTS. Product Approval Submittal Affidavit Building Address: Contractor: Building Permit: Product Design Manufacture Model # Attachment Pressures Method Roofing: DADE IKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING 1st Choice COUNTY APP. amNAILS. 3/8" MIN HEADS. 6 PER SHINGLE. W/ 3/8" MIN PENETRATION THRU SHEATHING el �qt YtFEFtt F(,�£ S', EE� ' , �$� w 11 CO I Ln 00 � _ @° _� tag �m L_ � = U_ a 0/y Nci� C .1 Lo Z W S m iQ LI 0- d a acCL = w w L t C LL rn to i d r� _J o o a. LLJ y' CES IrJ=LL�� OC Q O 3 Ir�116° - w�.�+n WaNOo�mii m.OJ J LL ��kr- - Approval # r W 'vim ° www.rDSrNG.COM ❑ ❑ ❑ a UI L2 ( J z _W) W) Z N 10 z Q a) FL30310.1 ROOFING VENTS: 0- 1H LO / z N t11 0 ro DADE COUNTY APP. Florida Metal Products Inc, FLAMCO "Off -ridge vent" FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL,V " FROM EDGEAND 4" O.C. TYPICAL MAX. FL21580.1 R-2 ROOFING UNDERLAYMENT: LL `-° �� 1st Choice TAMKO BUILDING No. 30 UNDERLAYMENT SHALL BE APPLIED AND FL12328 R9 PRODUCTS LLC ITAMKO #30 ASPHALT -SATURATED ORGANIC FELT ATTACHED IN ACCORDANCE WITH R905.1.1 V - (D Q c 11.11101111, Overhead Garage Doors: "' J m �I .V F- U m N E w r o U ~ o a ` 1st Choice +30.0/-30.0 CLOPAY 53W5 16 x 7 2'x6 P.T. WOOD JAMB WITH (5)1/2" DIA. x 8" "J" BOLTS FL16546.8 53w5 2nd Choice +SOLO/ 32.0 CLOPAY 8 x 7 FL15279.84 _R Swing Doors: Q N O on y��' �r yi All Choice +67.0/-67.0 THERMA TRU-CORP, ALL ONE 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" FL20461.11 FIBERGLASS DOOR LITE SERIES TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS FL20461.12 ES THERMA TRU-CORP. SOLID +67.0/ 67.0FIBERGLAS AND MIN. 12" O.C. THEREAFTER. THE DOOR FRAME SHALL FL20461.1 DAMS HOMES 1 DOOR FIBERGLASS DR BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. 2nd Choice PLAST PRO ALL ONE FL15215.2 LITE SERIES THEREAFTER. (TYPICAL ALL 4 SIDES) FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 Sidelights PLAT PRO RU Fii5215.2 Sliding Doors: 1st Choice MI WINDOWS & DOORS SERIES 420 SGD FL15332.4 DIVISION LOCATION: PORT ST. LUCI E Alum. reinforced SERIES 440 SGD rl MI WINDOWS & DOORS Alum. reinforced FL15332.12 VI Job Information: Windows: 1st Choice +40/ 50 MI WINDOWS 3540 SERIES Twin SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON FL 17676.9 Single Hung (fin) ANCHOR WITH MIN. 11kr" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS 3500 SERIES +40/ 50 MI WINDOWS Single Hung (flange) OF SUFFICIENT ITO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. FOR INSTALLATION THROUGH 2x BUCK USE #8 WOOD SCREW OF FL 17894.2 3540 SERIES +50.0/-50.0 MI WINDOWS Single Hung SUFFIENT LENGTH TO ACHIEVE IVY' INCH MINIMUM EMBEDMENT FL17676.2 (fin) IN WOOD SUBSTRATE. O MI WINDOWS 1 3500 SERIES Single I FL17894.4 Hung (finless) frame Z W '� O In 0) . d' Mullions: 1st Choice MI WINDOWS M-1926 Vertical Mullion FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE 3 16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVEA 1"A 1 FL 18504.1 M-1926 Horizontal I MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUMI FL 15804.2 ' 3Y4" AUN" EDGEFOR DISTANCE NI MAX 5iHIM SPAS Fixed Glass: 1st Choice +SOLO/ SOLO MI WINDOWS MI 3540 UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN. 1i4" 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. Soffit: 1st Choice +66.0/ 71.6 KAYCAN LTD Standard vinyl Staple 10" on center in direction of length Plygem / Variform Double 5 standard Plygem Double 5 standard vin I Double 5 standard (vinyl) 10" sta les solid 1.44 vented -145 Hurricane Panels: Dade County App. ALL AMERICAN 24" Ga. 24 GA. STORM PANELS 1st Choice SHUTTER & GLASS I Storm Panels 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: 6 0 m t�i3 qj to ) F- se Lp iZ .J W W W LO FL18644 R-6 Model Name / Number: FL16503.4 R5 2000 FL12194.1 FL12194.2 Plan Issue Date: Thursday, July 1, 2021 FL16293 R3 V KA PROJECT NUMBER: 21-6349 Sheet: S-5 Of; MATERIAL REFERENCE INFO (PSL) FLASHING REQUIREMENTS MECHANICALLY FASTEN AS FOLD UP WEATHER THESE DETAILS ARE GENERIC AND MEANT TO SHOW NECESSARY IN CORNERS THROUGH RESISTIVE BARRIER & WEATHER RESISTIVE GENERAL FLASHING AND WATERPROOFING METHODS SELF -ADHERED FLASHING TEMPORAjRILY SECURE BARRIER DOOR ROUGH OPENING TO BE USED. R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall include flashing as described in Section R703.4. j'WEATHER WINDOW UNIT /� RESISITIVE R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the BARRIER TAPE EXTERIORSHEATHING SHEATHING WOOD FRAME CONSTR. T OF APPLIED SELF -ADHERED FLASHING 3/4"ADHESIVE BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SLOPE 0.3 In : 12.0 in SELF -ADHERED F LAS H I N G accumulation of water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of draining to the exterior water that penetrates the exterior cladding. OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN WALL BY6IN. / UP (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 (PSSEN"LF"WINDOW � HERDLIQUIPROOFNAIL � oR EauAL WEATHER PRooF CAULKING OR EQUAL _ 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 WEATHER SELF ADHERED FLASHING EXTERIOR WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO. water-reslstive barrier manufacturer's Installation Instructions. The No.1S asphalt felt or other approved water -resistive RESISITIVE CEMT. FIN. 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 ' BARRIER BA 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 awater-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 allowfor 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 g 2. Self -adhered flashing plus head flashing under weather resistive barrier 1 PAPER 1. Install self -adhered flashing in order as shown by numbers greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater absorbing layer or designed drainage space. 1 Fold weather resistive barrier back over head flashing and 1 2. Install flashing and weather resistive barrier to form water shedding laps seal with tape 2 2 O 3. Self -adhered flashing can be substituted for building paper 4. Split the release using the ripcord (Split release on demand, R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible paper embedded in the adhesive layer) - for ease of installation and to minimize flashing shall be applied shingle -fashion or in accordance with the manufacturers instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's Scale: NTS SELF -ADHERED FLASHING SELF -ADHERED FLASHING WINDOW W PM SELF -ADHERED FLASHING W P O2 CEMT. FINISH SILU POTSHELF/ CHIMNEY SHOULDER scoring cuts 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 FLANGED EXTERIOR DOOR WITH DECK - SECTION A 5. Remove all release paper per standard installation instructions and 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 2S 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 BEAD OF CONSTR. RUBBERIZED ADHESIVE ASPHALT 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 �� 3/4"-1" INSTALL SELF ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD ADHESIVE adjust folding of the flashing accordin I to fit 7. Angle of corner may vary, g g accordingly g y y' j flashings shall be installed at the following locations: THRESHOLD OF DOOR AND RETURN FLASHING, SEE SELF -ADHERED FLASHING REFER TO TECHNICAL UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) tight to Comer 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" �'� ' (BEFORE FOLDING, SCORE RELEASE P EAS TO SHOWN) 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 2 s the water resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection SECTION -A NECESSARY IN CORNERS THROUGH at the head and sides. (SEE DETAIL WP02) SELF -ADHERED FLASHING 1.2 In accordance with the flashing design or method of a registered design professional. 1.3 In accordance with other approved methods. SELF -ADHERED O /�� 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 FMA/AAMA/WDMA 400. FLASHING UL 2 or z tJ 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with SELF -ADHERED FLASHING projecting lips on both sides under stucco copings. NAILING FLANGE 4 2 O 1 B 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. S. At wall and roof intersections. SELF -ADHERED FLASHING /� / PO4 SELF -ADHERED FLASHING WPO5 SELF -ADHERED FLASHING V Y /�� POO 7. At built -In gutters. HALF ROUND WINDOW V V EXTERIOR DOOR WITH DECK INSIDE CORNER SELF ADHERED FLASHING+� s �'. DECK PROTECTOR t' r, _ �����.�� m- se -__ SHEATHING � d 7/8"Cement Plaster /8" Cement Plaster accordance in with n accordance with ASTMC926 ASTMC926 - SELF -ADHERED FLASHING PATCH r I Felt backed metal Felt backed metal lathe in accordance lathe in accordance SELF -ADHERED FLASHING � }# .� with ASTMC1063 rg ': •- - '. with ASTMC1063 DECK PROTECTOR Building Paper Building Paper , 7/16 „ O.S.B. 7/16" O.S.B. t 4 f sheathing sheathing >1 DOUBLE �,� ��, ' Keep top edge SINGLE JOIST r JOIST SELF -ADHERED FLASHING SELF ADHERED FLASHING 1 t���' '� , h ' Metal Flashing , 3 1 /2" of wee screed 2 below top of block 2 3" MIN 4 ) x y x 1 Unperforated Flange 7/8 Wee Screed p Vulcum cauk bottom O5� 2 IN `� joint only w Maintain Metal Flashing Bottom of 3-1/2" Unperforated SELF -ADHERED FLASHING WP07 SELF -ADHERED FLASHING W n O8 r APPLY A LIQUID FLASHING TO THE MASONRY OPENING (HEAD, JAMB, SILL) IN ` p / P o ^ ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE VV 9 Wee Screed p 1 1/2" to 2" Flange 7/8" Weep Screed \H0.8362x;DECK JOIST OUTSIDE CORNER Above Roof INSTALLATION OF THE BUCK/RECEPTOR. 1/2" Cementitious Sheathing Decorative Finish ,5•• ••o. All inside and .,'• '•. outside corner will ' '•°• need to be miter EXTERIOR WINDOW UNIT cut and caulked all CEMT. FIN. Cement Plaster , , •' butt joints need to BUILDING PAPER in accordance '•••o. ,o•••'becaulkd using SLOPE SLOPE with ASTMC926 •••'• •�� Vulcum caulk for all SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) 0.3 in: 12.0 in (0.6 cm : 30.5 cm) 0.3 in: 12.0 in --- (0.6 cm : 30.5 cm) over wood 2nd floor r t, � SELF -ADHERED FLASHING " WIRE LATH SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH 1/2" Cement .-A Plaster Finish SELF -ADHERED FLASHING • .. Block WIRE LATH 2 1/2" Perforated 'x''®• Flange 1/2" Weep ' BUILDING PAPER BUILDING PAPER . Cement � ��•',., ,',• $creedn kd o. � �� . ,_, HAt' -Plaster over block 1st 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 and metal lath must be installed over the top of WEEP SCREED DETAIL SELF -ADHERED FLASHING WP10 SELF-ADHERED FLASHING Wn j � CEMT. FINISH WINDOW SILL r T.SELF-ADHERED FLASHING � /� /n � nSCALE: CEMFINISH PARAPET WALL N�/ r L the weep screed. NOT TO SCALE CEMT. FINISH WINDOW HEAD g?,O I twflf ►r/ U O• �O. i •' O L 0fF ss�O f�1h/fl fffIII111" u L p N to c(G CID d W F- to Ln 1­1D oo r, 0+ 4 N yOcm E s m•o,x •�a s ':O M.-I `1 o b rn C'4 J LL J LL J LL '` x OD coo G JLU V m s, a r� -� N CL o,�m, r- cnm�.a LU a m aO -C t it a m UJ i UJ Q LL � ° � 3 N n $• .z' I "-tea 0> Z O 0 V U -l•� g i x. 4. Y t0 O N H 3 c v r i it 0 J 00 m m N-3G�1 2 _ LP N' Q 9 - m W U J a ,°y WWW.FDSENG.COM O 1 13 z m - o 0 z o Ic Z N Q J � � a C14z r` 'nn V J ca W a tom' _ ,_, w urn V) c ' U W o 0 L 88 S I� O PIP 004 c Q N O GOA '.. 14...,,.M FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE 1 ♦ I Job Information: 0 (` i a- 0_JLU JM()U) ♦ Model Name / Number: 2000 Plan Issue Date: Thursday, July 1, 2021 KA PROJECT NUMBER: 21-6349 Sheet: WP WATER PROOF DETAILS m 0 L0 U_ Of: �;33 1_j bath curt to r0cf cap I wl stclrdcd 70 cfmi bcth fcn ryp. COVEREE) PAU) ACC) DOL 25 SH 25 GH ---------------- 2ffla r Tl_­ !:.i I 25 S- S NOOK VAULT UG, 1 Ox6 1 wcd 215 GREAT' VAULT CLG. 1 4x8 1 wcd 7F; \ 9" 10' BEPROO !U MAL5 ON I VAULl' CEUNG 12" R/ ,H 8x4,,,) cd VAULT 14x14 rag' .;VOL 10%0 FLAT G-G. 10x6;:1wc 101,; 75 1 Ox6 1 cd 10x10 rag — - - - — ------------ -- 130 - are24xl 8 rag: R ts 6" 5'-4' 1 VI-R AV 2: 81� I EGRESS NIAEER BROOM VAULT CEILING 195 1 4x8 1 wcd gl LO Ld. 42X42 A/C SLAB BY BLDR MIN 2' FROM WALL NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS Transfer ducts/grills sized in compliance with Florida Residential Building Code—M1602.4 balanced return air. EXCEPTIONS 1-3 6 Pit M 5 a,bath dict T c, roof or wall cap - -------------------- W/ stcndcrd 70 ,I AT c-Fm bath fan —light VA Ji-T 4 a a lo 6C Lu iy 10x6 1wcd 75 x 11 F - — — ---- ...... ..... -------- 1 Ox6 1 wcd W L D R_ Q-111A L 1 10" .9. 6 5, 1 0x6 1WC Loll k 10XI. 0 r 29;-%B 4" dryer duct to roof cap w/dryer vent box - ------ ----------------- —FOYER ATTiC ArCES-i ....... VAULT CLM,, LOCATE IN REU 13W2 22' X 36' MIN 2= �x J -119 --------- x4 W 8tv --- ---------- -------------- � 19 _j mso 3 CAR GARAGE I I WOLILING 8 PF V 1 130 12x12 ro 14x8 1 wcd BE-DROC 13 J_ 8'-4^ CEIUM� WIL 25 SH 7 --—- ----------- -------——— ———---—--- ---------- I ------------------ F 3.0 ton w/,, lkw @240v 1 ph 18x10 Alen scale :1 /4 11=1 1011IB platform by bldr 8'k7- CrsUitHEAD DOOR LO N 18' X 7' t"WEPHFAIL-) DOOR FLOOR PLAN 80�F: wo N-01 1-710FAIIIII090,11MIM U4011—­ AREA CALCULATIONS ------------------ — - TOTAL LMNG i&C3 "X S.F. 4 ,VIAE 754 S.F. COVERM EWW '% RASP, 45 S.F. COVERED PA1101LA1VlA1 200 S.F. TOTAL AREA LINDER ROOF 3003 S.F. I E " A�j f- pr, -, "J p T Ov"'S, F 74 z 13 d", Q) 0 C4-- S:) CID 0 0 o 0 0 V Lij U) LLJ 0 2: 1-- 0 (f) LLJ �L 0 < < O 3: C\j0 m I < (D 0c) \0 C\j C) I Uj :> 0 0 LIJ _j < M < D _j 0 < � M EL __j V) C) C)