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HomeMy WebLinkAboutBuilding PlansTERMITE SPECIFICATIONS: t R318.1 TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202 , REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." NOTES: 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COW PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. EXTERIOR COVERING R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM G926 AND ASTM C1063, OR ASTM C1787 AND THE PROVISIONS OF THIS CODE. R703.7.1 LATH. LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION ­RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1-1/2" LONG, 11 GAGE NAILS HAVING A 7/15" HEAD, OR 1-1/2" LONG, 16 GAGE STAPLES, SPACED IN ACCORDANCE WITH ASTM 01063.OR C1787, OR AS OTHERWISE APPROVED. R703.7.2 PLASTER. PLASTERING WITH CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHERE APPLIED OVER ANY TYPE OF CODE -APPROVED LATH AND SHALL BE NOT LESS THAN TWO COATS WHERE DIRECTLY APPLIED OVER MASONRY, CONCRETE, CLAY BRICK, STONE, OR TILE. IF THE PLASTER SURFACE IS COMPLETELY COVERED BY VENEER OR OTHER FACING MATERIAL OR IS COMPLETELY CONCEALED, PLASTER APPLICATION NEED BE ONLY TWO COATS, PROVIDED TOTAL THICKNESS IS AS SET IN TABLE R702.1(1). CEMENT PLASTER SHALL BE IN ACCORDANCE WITH ASTM C926 AND MATERIAL SHALL BE IN ACCORDANCE WITH ONE OF,THE TYPES LISTED IN R703.7.2. R703.7.3 WATER -RESISTIVE BARRIERS. WATER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPORPERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. R703.2 WATER -RESISTIVE BARRIER. ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D226 FOR. TYPE 1 FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO. 15 ASPHALT FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1 R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM C1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 114. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. • EXTERIOR WINDOW/DOOR OPENINGS. • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME WALLS. • UNDER AND ATTHE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR. AS§EMBLY OF WOOD -FRAME CONSTRUCTION. • AT WALL AND ROOF INTERSECTION. • AT BUILT-IN GUTTERS. _„". d00 Vj A. 'ws "; 1� DATE DESCRIPTION CAST IN PLACE CONCRETE CODE CRITERIA 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESS] PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINN 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS END 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROt 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM AA THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON G 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL OR ASTMA 996 GRADE 40 U.N.O. REINFORCING FOR F REINFORCING SHALL BE POSITIVELY SUPPORTED BYT USING ADDITIONAL CROSS -REINFORCING TIED TO FOG STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5" ENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. OF ALL TOP BARS OF BEAMS. IND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. OR 11/2" TO FORM U.N,O. A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6- AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN RAGE TO BE MIN .75 LBS OF FIBER PER CUBIC YARD. BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE& OIL & SHALL MEET ASTM 615, ASTM. A70E TING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP MPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY ING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL FLORIDA FIRE PREVENTION CODE 7TH EDITION (2020) FLORIDA BUILDING CODE ACCESSIBILITY 7TH EDITION (2020) RESIDENTIAL NFPA 7417, NATIONAL ELECTRICAL CODES(NEC2017) BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE-(ACI 318-14) SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301.16) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI'530.13) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION -'2018 EDITION WOOD FRAMED CONSTRUCTION MANUAL 2018EDITION APA PLYWOOD DESIGN SPECIFICATION E3416 LINTEL PLAN PAGE. 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADOP BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IP PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACE ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT RECORD FOR WRITTEN APPROVAL. GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7th. EDMON (2020) IS TO THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE 7-16 ALUMINUM DESIGN MANUAL -AAF-20 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE MASONRY WALL CONST. WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (B) LOCAL STATE AND FEDERAL BODIES 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL IGHT,'',GRADE N, TYPE 2, CONFORMING TO ASTM C90-014, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI if m = 2000 PSI) 2. MORTAR SHALL BE TYPE '$% CONFORMING TO ASTM 3. COARSE GROUT SHALL CONFORM TO ASTM C476.10 OF 30DO PSI SLUMP 8" T011". CONTINUOUS MASOIS 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL 5.. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL I WHICH EVER IS LESS. REINFORCING SHALL BE PLACE 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL IV 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BE GROUT INTO CELLS BELOW. THE USE OF FELT PAPER 8. TEMPORARY BRACING AND SHORING OF WALL TO PR 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACIN 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS C270-14A. NITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 26 DAYS '... RY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. BE AS .NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. E HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 CIA OR 1OFT, IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. 505 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. AA. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF IS A STOP IS PROHIBITED. VIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 31814. DEFLECTION CRITERIA ROOFTRUSSES* ROOF RAFTERS ROOF RAFTERS (W/O CLG) FLOOR TRUSSES/ BEAMS * * FLOOR WOIST*** LL/360 LL/180 LL/360 LL/360 LL/480 TL/240 TL/120 TL/240 TL/240 TL/240 COMMMENTS: *TL MAX 2" UP TO 4OFT SPAN * *TL MAX 3/4" *** TL MAX 1/2" 11, CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. GENERAL ROOF LOADING WOOD CONSTRUCTION SHINGLE ROOF (PSF) METAL ROOF (PSF) TILE ROOF (PSF) HEAVY ROOF (PSF) 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTU1AL SHEAR WALLS AND MISC,.STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLE OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL FRAMING MEMBERS SHALL BE S.P.F. #2. TOP CHORD ILL TOP CHORD DC 20 7 20 7 20 15 20 25 BOTTOM CHORD LL* BOTTOM CHORD DIL 0 10 0 10 0 10 0 SO 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMEIINC 4. MANY OF THE NEW PRESSURE TREATED WOODS USE VERIFY THE TYPE OF WOOD TREATMENT AND TO SELE CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EA 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND HE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS AT HAVE HOLES IN THE CENTER OF THE STUD UP TO I" DIA. SHALL HAVE STUD PROTECTION LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. 3HEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO T APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. TH OR CONCRETE TO BE PRESSURE TREATED. WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS TOTAL (PSF) 37 37 1 45 55 BOTTOM CHORD LL (OPT) ATTICS CLIMITED STORAGE ATTICS W/ HEAVY STORAGE * ATTICS W/ NO STORAGE 20 50 10 WITHOUT WOODEN TOP PLATES. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS, 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING PARALLAM COLUMNS: 1.8E Fb= 2400 PSI MIC 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAF MIN VALUES U.N.O. OLAM (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP 17E Fb=2400 PSI MIN. W/ NAILING WALL FLOOR SHEATHING REQUIREMENTS ALONG G INFORMATION OTHERWISE: (NON -CONCURRENT) NOTE:LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN APPROVAL FROM FOR OR INDICATED ON PLAN C 4 ROOF DECK: PLYWOOD 4 / D, EXTERIOR OR OSB FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED ( WALL ACE. /24) SHEATHING SHALL FINISH FLUSH TO EXTERIORF GENERAL FLOOR LOADING 7 6" STRUCTURAL I OS EXPOS WALL SHEATHING:/1 T A MINIMUM 1/6" SPACE IS RECOMMENDED BETWEE RE 10 R 15 32" RATED OSB EXPOSURE 1 / PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL TOP CHORD ILL 40 (PSF) COMMMENTS: NOT BE USED AS WEATHER RESISTANCE BARRIER UN ESS SPECIFIED. TOP CHORD DL 10 (PSF) PRE ENGINEERED WOOD TRUS ES BOTTOM CHORD LL BOTTOM CHORD DL 0 (PSF) 5 (PSF) 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER STRUCTURALPLAN 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS SPECIAL FLOOR LOADING -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED 3. TRUSS MEMBERS AND: CONNECTIONS SHALL BE PROPORTIONED BYTHE NATIONAL FOREST PRODUCTS ASSOCIATION. (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO GAME ROOM 60 (PSF) COMMMENTS: WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND, TOTAL DEAD LOAD. BALCONIES/ DECKS 40 (PSF) 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY BALCONIES OVER 100 SQ:FT LIGHT STORAGE 100 (PSF) 125 (PSF) THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE 6. DESIGN SPECIFICATIONS FOR LIGHTWEIGHT METAL PLATE 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, FRAMING DESIGN LOADS. CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED ENGINEER. SUBMIT 3 COPIES FOR REVIRW AND APPROVAL PRIOR TO FABRICATION. WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS AND ALL TRUSS TO TRUSS HANGERS. LIBRARIES READING ROOMS STACK ROOMS 60 (PSF) 150 (PSF) GUARD RAIL @ HAND RAILS (d) GUARD RAILS IN FILL COMP. (f) ROOMS OTHER THAN SLEEPING SLEEPING ROOM STAIRS 200 (PSF) 50 (PSF) 40 (PSF) 30 (PSF) 40 (PSF) UPLIFT CONNECTORS FOOTNOTES d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR THE TOP. f . BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FI. MORE INFO. WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH' WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY 11 BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 30FT ASCE 7-16 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT S 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA ® O (+) 27.6 (+) 27.6 10 (-) 29.9 (•) 37.0 (+) 26.5 (+) 26.5 20 0 28.8 (-) 34.4 s O 0 50 (+) 24.8 (+) 24.8 O (-) 27.1 (•) 31.1 (+) 23.4 (+) 2T4 100 (-) 25.7 - (-) 28.8 DIAGRAM GARAGE DOORS SOFFIT 9'-0" x 7'-0" 16'-0" x 7'-0" 1-) 51.3 (+) 24.3 (+) 23.3 (-) 27.5 (-) 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY W/IN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. SEE FLOOR PLAN FOR ACTUAL PRESSURES SHT NO: I TITLE 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS S-4 DETAILS S-5 PRODUCT- INFO SHEET WP WATERPROOFING DETAILS M-1 H VAC 0 t I ERR co ev 9 $6G * �� o �t No ® �� 1 - 4 % .FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: : 1. MISSED "1" BOLTS FOR WOOD BEARING WALLS MAY __I E 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. h Is the Intent a ner n Ineer listed In the tItleblock of these nt of D s g /E g documents that these documents be accurate, providing Licensed ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professioninformation. Eve attem has been made to Professionals clearEvery attempt PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS, 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER THE EPDXY FILLED HOLE. USE A TWO PART EMBEDME HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG 45 BAR INTO EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE) MIXED PER THE MFGR'S 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 7TH EDITION (2020) RESIDENTIAL. the commencement of any work. The Designer/Engineer are not responsible for any planerrors, omissions,or misinterpretations PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY CONTROL OF CONSTRUCTION SITE: undetected and not reported to the Designer / Engineer prior to DURING BOND BEAM POUR. 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) # VERT. IN CONIC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the TO FOOTING). 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAX BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4) nk"x 21A" TITENS TO ISg CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE OF FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBL OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE R THE EFFECTS THEREOF, SI FOR THE INDOOR AIR QUALITY, 0 H RESPONSIBLEAssurance QAssu information found in these plans should be directed to our Quality 'Iconsidered a ce Manager r' immediately. No backcha es vn I be a a e Immediate Y � NAILS TO TRUSS FOR UPLIFTS MASONRY AND 7 -lOd NAI () MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGA 7 0# . IF CORNER STRAP S H4) /4" 1 USE 2 SMTSM16 FOR UPLIFTS LESS THAN 1 2 S T ) ( () 10 W/ (4) 1/4" x 11/2" SOS SCREWS AND (5) 1/4" x 2 1/4" TITENS ONE EACH SIDE OF TRUSS. S ORE EQUIPMENT, FROM MOISTURE, MOLD FLING US FIRE THEFT VANDALISM TRESPASS OR ANY OTHER IN SITE MATERIAL M T PROTECT, WITHOUTLIMITATION THE RESIDENCE CONSTRUCTION Q TO C. PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED T0, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER for reimbursement t advanced rsement the Designer/Engineer wither ad n. ed. 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. notification antl approval by the Designer/Engineer. r Payments will be made In accordance to the terms of the agreement MISSED, CONTACT THE FOR FOR SUBSTITUTION. - 5. IF MISSED, MSTAM36 OR MSTAM40. STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 W/ (26) 16d x 2A/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. �C��Q �ULF•'EE� P, RI�l� CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION). FOR COMPLETE CODE INFORMATION. Of Northwest FloridaIIIIIIIIIIIIII .44 HEVJEWEU FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC G� z1 ill II_ to v 0 1P "I � P0 3 @ 83 fA I €fit • ,�., � � to €T a d N - W Wb M1 Z O f; a BQ$8 B�n 5 a R;Q -P Z o Z o 0 ��m WNW Oo S .65g If 2� �8 d < r �$f$(e$ B V J m � � a8$ www.wsau .cony ❑ ❑ ❑ F 9A IL Z g' f z(4 :t Z_ rf 6 2 a L0 Z N V) m 4­0 W a © w (17 U cmE sO ¢Ndm IDAilills 140mics IFLORIDA CONTRACTORS UCENSE NO. CRC1330146 3000 GU LFBREEZE PARKWAY EZE FLORIDAG ULFBRE 32563 0 PORT ST. LUCIE IVI Job Information: Uj a�0) > N Y 3 Q Wry Z) " �_j I,"LJ v J V J OHO Model Name / Number: 250s VI Plan Issue Date: Thursday, March 11, 2021 ® KA PROJECT NUMBER: 21-3107 Sheet: w Of: I ®e COVER SHEET GENERAL FOUNDATION NOTES UNLESS NOTED OTHERWISE 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN, 6" AND SEALED. 2 4" 2500 PSI CONC. SLAB W/ 6X6 10/10 W W F, OR MINIMUM .75 LBS OF FIBER PER CUBIC YARD FIBERMESH/FIBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUPS INSTRUCTIONS AND NER-284 FOR FIBERMESH OR NE11414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER & TREATED FOR TERMITES. 3 0 INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR. TO BEAM W/ (1).#5 REBAR GRADE 40 U.N.O. TYPICAL ABV. SLAB. HOOKED FIG DOWELS 17" EMBEDMENT W/.25" EXT. ABOVE SLAB. 4 CONSULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE 1/1.2" PER FOOT AWAY FROM HOUSE U.N.O. ON PLAN, 6 NO WOOD STAKES PERMITTED IN FOUNDATION. 7 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. 8 ALL FOOTINGS SHALL BE MIN 12" BELOW FINISHED GRADE SECTIONS R403.1.4.1 THROUGH R403.1.4.2. 9 MASON TO COORDINATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB 10 PROVIDE 4". STEPDOWN TO SIDEWALK FROM ENTRY: 11 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR) IN EQUAL LIFTS NOT TO EXCEEDING 12".THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000PSF. FOOTING SCHEDULE MARK SIZE DEPTH REINFORCING GRAVITY CAP. Ibs F1,p 1'-0" X CONT. 11-0' 2 #5 E.W. BOT. 2000 p1p 2'-0" X 2' 0'. 1'10' 3 #5 E.W. SOT. 7200 F2.5 2'6" X 2'6" V-0' 3" E.W. SOT. 11000 p3.0 3'-0" X3'-0" 1'-0" 4 #5 E.W. BOT, 16600 F3.5 3'6" X 3'6" 1'-0" 4 #5 E.W. BOT. 2150D p4,p 4'-0" X4'-0". 1'-0" 5 #5 E.W. SOT. 28000 F4-9 46 X4.4. 1'4" 5#5 E.W. BOT 34500 F5.0 5`011 X 51-0' 1'-0'. 6 #5 E.W. SOT. 42500 F6.0 6'-0" X 6'-0" 1'-0" 7 #5 E.W. BOT, 61500 LEGEND - INDICATES SINGLE -STORY FOOTING ® - INDICATES TWO-STORY FOOTING - INDICATES PAD FOOTING 2 VTR1 LAV. l2" VTR 1 LAV. C/0 C/0 TUB W.C. 2" VTR 11 SHWR. LAV. D.W. SINK 3 LAV. 1�L C. TUB 3" 4 311 2"411 1Il L.T. TO SAN. LAV. WASH. W.C. TIJB PLUMBING RISER NTS SEWER 11 4'_2- 3.-10" 8,-4. i0�_10.. 12'-2"11 11 lilt 14'-0" Ir 4 ■ ■ I I ■■ I ______y� ' 1 '° TUB/SHWR l • F3.0 'N �4PATIO SLAB FM01 CHOSE BIBB q, FM01 4------ 1 io °? _ ---' 1 in UI 3.1 EDGExB"THK'N ( _ 3.1 4.-5" 2,$„ 9 ' co 3 I , w o 10L j1 LAV , \ 4' STEPDOWN V 4 rr 11 ti 10 II LAV O/ 3 1" o FMOi CC 4ro��♦ ' , / I , _ o , SINK �..i 10 00 - a CA 4.-1„ 30.-4" 8 7" Ile , , ; i ' - LLU'1 _. --moo n in o-1 CL 0'I �I f ,1 ' If Ir ■ � L�� ..�J LLB �J , V , LAV LAV' it I "oo FM 1 `� 4.,8" T-611 31 1 FIVAC LAV 4 W/C . ♦ 3.1 Ir - - - - 3X5 I N s' e7 Y LL� -- -- '' I ci _ II " SHWR 11 i _ . ; aE 1� J1 V " 1 1111 - ■ ' FOR HVAC UNITi PROVIDE CHASEDill ZZ1SZ 1 i1211WAIL ZIS - 1 F3.0 O PRIMARY A/C LOC. , _ , _ _ -----------^ - '� AS AS PERMITTED BY LOC. ORDINANCE L ; ZZjtt � ry 1. 1 ' �, I h I 1 7'-0" , qCO S i i S i tZ TUB SHWR 0,3;IIDRYER / C ° n II I I iitS - J �� - - ' m 131401, I' i I I 7'-0 I i0 - s' ♦ ; ; i. ti ASI-+i i __ ____________i 01 FM01 ♦ _. __ 3.1 ■ ■. •---------- ------.--- ------ ' o .y 4' STEPDOWN - 9 n aD 3.1 I iN ■ I ■ 4" STEPDOWN , 1 F3.0 2y-4" ,1'-4v '_2" T-O" 2'-2" ' a�, 9 : ; is q oJ , a UI -------- ------ ____ -------------- --------------- ■ ■ ,1 co FM02 3.1 i ' FMO2 3.1 , 3'-8" 7'-0" 3'$". 9 r 1 SEE NOTES I ----- -.J. 9 , 1 (n .W. yf�.. LJ VIV ■ ' f2.5 FMo3 F2.5 d+ 0 NE 3.1 12'-96+ HOSE i 5 LUCIE C °N T BIBB i I 9%4 8%8" 13'4ST. BOCC - �rP , 4 4 ; FMO9 FM09 3.1 I 3.1 ------------------ ------------------- ----- 16'-0.. '-4" 81-0,-4. 10'-4" 5,-8. 181-8" 101-0" 1 31'_4" 601-011 14'-4" F COPY FOUNDATION PLAN SCALE: 1/4" = 1'-0" ELEVATION "Call �•��� b� 0 T 0ARF!//i o 2 -Jr: ld0 8 �1N. W rl + y� 0',V %+`'�` °++aniaaae \ In IE \ I x gip_ o uT � ■ W BmeID "®gym$ gw a a sLL y gg �Eg a w zm'0 3 °'1 Xo 2- 26" 2 SJ Ov ■ (0 S T o WWW.F➢3ENG. ❑ ❑ ❑ 0 Z o Z N Z Q y a, Z 04 Rp m � u O u g (D uos % 12� a V m NN E Q,N C; DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: 0 CD LO � W�' O m ` w 0) a OJLLIZD Jm(/)(n FT -Model Name / Number: 2608 Pian Issue Date: Thursday, March 11, 2021 KA PROJECT NUMBER: 21-3107 Sheet: 1 31 Of: FOUNDATION PLAN (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" (*) SLOPE MAY VARY 2•}" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW DETAIL ON THIS SHEET FOR CONTACT FOR OR REFL HENCE FMASW DETAIL ON THIS SHEET FOR STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. STEM WALL OPTION OR FM32A DETAIL FOR MONO. OPTION. 8 11 REINF. OPTIONAL CURB FOR VARIES. GRADE SEE PLAN MASONRY 0 ELEV. 0'-0" F.F. - — W/ (1)-#5 BAR CONT. " •�� Z _ x o g ) N REINF igr 2 STORY: 20' X 20" W (3 #5 CONT. 16" (2) #5 SEE PLANREBAR BAR BEARING FM01 SINGLE STORY FTG 1/2"=1'-0" FM02 SECTION @ GARAGE 1/2"=1'-o" REINF. SEE PLAN — #5 REBAR FM03 I THICKENED EDGE 1/2" 1'-0" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. 2X BIG. WALL IF GREATER THAN 24" CONTACT FOR OR (SEE FLOOR PLAN FOR REFERENCE FMASW FOR STEM WALL OPTION MORE INFORMATION) PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE OF GARAGE DOOR. EXTEND 6" BEYOND F.O.M. EACH END, TYP. GAR. FIN. FLR. 4" ALIGN DRIVE W/ BOTTOM OF RECESS & PITCH DRIVE 2 STORY: 20" X 20" 4" CONIC. DRIVE W/ 1/2" EXP W/ (3) - #5 CONT. 2 STORY: 20' X 20" JOINTS 10" O.C. TYP. 16" (2) #5 REBAR W/ (3) - #5 C0NI7. FM09 I SECTION @« GAR. DOOR 1/2"=1'-o" FM10 INTERIOR BRIG WALL 2x BRG. WALL 2 STORY: 20" X 20" (SEE FLOOR PLAN W 3 - #5 CONT. FOR MORE INFORMATION) EE PLAN 4" 16" 4" 2af5 REBAR FM11 STEP DOWN BRIG. SEE PLAN VV11t11 u��F 1 0 NS A * �... 01" Lu Luz Cf� inllJhlV�4� 1/2" =1'-0" =1 OPTIONAL CURB SLOPED GROUT OR MASONRY AT. TO DRAIN 4"x 4"x 16" 0: °u7 SEE PLAN ELEV. 0'-0" WITH 8„ CURB O w TYP. SEC. (1) #5 BAR CONT. (G.C. VERIFY) ao I ' Z F.F. (SEE PLAN) d77 2 #5 CONT. INSTALL LINING ` •* •�_ , w 2 #5 BENT BARS W/ MATERIALS PER n•N MIN. 25" LAP SPLICE FBC-R P2709.2 • . _ . ° ` MUDDEDFLR, 16" SLOPED TO DRAIN MIN. #5 CONT. FM14 SECTION @ RECESS SHOWER i/2-=v-D" FM1$ TYP. STEP FTG. DETAIL 1/2" 1'-0" ALTERNATE: REINF. THE REINF. BARS SHALL BE #5 CONT REINF. GRADE PLAN CONTINUOUS AROUND CORNER SEE FND. FOR .SEE BY COLD BENDING THE BAR WITH QUANTITY MIN. BAR LAP OF 25" #5X 25" X 25" CORNER BAR ONE cb•I FOR EA. HORIZ. TYP. U.N.O. aREBAR, (2) #5 REBAR 16" A/C CHASE 4" PVC SLEEVE 2 STORY: 20" X 10" THRU FOOTING W/(3) - #5 CONT. FM19 I TYP. CORNER BAR DETAIL 1-1/2"=1-0" FM23 TYP. FND PENETRATION 1/2"=1-0' STEMWALL SCHEDULE STEMWALL FOOTING DIMENSION NUMBER/SIZE OF BARS LAT. MAXIMUM F.G. ACING (D.C.) HEIGHT (h) d 1 STORY d 2 STORY b 1 STORY b 2 STORY IN *MALL-° - 0'.0.-2'-0' 8" 10" 16, 20" W/ (2) #5 BARS <674# 4-4-LUG,,;. >2°-0"3'-4" 1W SO" 20" 24" W/ (3) #5 BARS 674# 5'4" >3'-4"-4'-0" 12" 12" 32" 32".. W/(4)#5 BARS 845# 4'-0" >4'-0" - 5'-4" 1W 16, 48" 46" W/ (5) #5 BARS CONT. 1162# 2'-8" & #5 @ 18" O.C. TRANSV. SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL AI nTG Q ^ SEE CHART ABV. INAX. F.C. SPACING (O.C:) W.W.M. TO BE TIED TO #5 CONT.RESAR (1)#5 NORI CONT. TIED EA. VERTICAL REINF. BAR— #4 TURN BAR 0 STEM WALLS GREATER THAN 4'-0" (1) #5 HORIZ. CONT. TIED' EA. VERTICAL REINF. B RN GRADE-8" MIN. __ TO TOP OF STRIP FTG. _ COMPACTED CLEAN FILL IN MAX 12" LIFTS i STRIP PTG. W/ QTY OF REINF. PER SCHEDULE (3 SHOWN) °ssR r so? 3-MIN. COVER G FMASW I STEM WALL SCHEDULE 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE C��NN��,, TION BETWEENLSLAB AND WALL WHEN STEM WALL EXCEEDS 4'-0" FlBFTv1ESH CAN NOT BE USED AND -VERT. F.C. ABV. PON. #4 TURN BARS ARE REQUIRED @ EACH FILLED CELL LOCATION. EACH BAR TO PER PLAN SPACING. TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM EE NOTE 3.IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO #S CONSTRUCTION FOR MORE INFORMATION 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK FILLING IS TAKING PLACE 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK 0 16" V .0 O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-W g„ h • TALL (TYPICAL ALL CORNERS) C 6,IF STEMWALL IS WITH IN 5'--0" OF POOL OR WATER FEATURE FOUNDATIONS 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. 8.11403.1,4 MINIMUM DEPTH, EXTERIOR FOOTINGS SHALL BE PLACED NOT LESS -SEE NOTE 5 THAN 12 INCHES (305 MM) BELOW THE FINISHED GRADE OF GROUND SURFACE. b WHERE APPLICABLE, THE DEPTH OF FOOTINGS SHALL ALSO CONFORM TO SECTIONS R403.1.4A THROUGH R403.1.4.2. 9.EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0" TALL NITS 1, _ e LO CO LoM ti8 ollel m;n Z b-9m�aq Q 2 ! a a , .S U4 W 2i z :913 y� O Ixt, 6 3 F- z�s N < m n O o JJy U IN CJ J N WWW.FDSENG.COM ❑ ❑ ❑ + U z_ a a — N Z ry M g 0Unw M _... nr u"i�RS V W 01 £ $& itsx Co 0 ' U to " �s o0 C ¢ N c a 1440 DA FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. L.UCIE F Job Information: O ZLIM Lij 0 N U mN ;p cMi °L CO rn n m�. ® Lu00 O o /_�.\I pZ'^D VI Model Name / Number: 2508 ® I Plan Issue Date: Thursday, March 11, 2021 ® KA PROJECT NUMBER: 21-310°7 Sheet: Y` R. Of, FOUNDATION DETAILS LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING S.F. LIVING = 2,508 x 3 = 7524 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 1100 WATTS EACH 200 GEN LIGHT'G & RECEPT. + APP. CIR. = 36.524 SUBTRACT 100 % OF FIRST 10,000-10,000 A- 26,524 HVAC CIRCUITS A/C( AIR HANDLER & COMP.) 10,000 A/C ( AUXILIARY HEAT STRIP) 10;000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS @ 100% = 10,000 + 40% OF "A" _ (.40 x 26,524) =10,610 +100% OF "B" _ (20,000) = 20,000 TOTAL WATTAGE = 40,610 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 170 200 AMP PANEL PROVIDED INSTALL FAN -STALL FAN BOX PREWIRE BOX PREWIRE INSTALL FAN BOX PREWIRE�� GFI wP /BOX PREWIRE ; GFl ---- / CM v" . I ' GFI' A INSTALL FARE X Fla O / ' GF,1 .; FOR DW FAN PREWIRE,�I 1 I - FI FOR HOOD ' —� I GPI LU — GFI _ ' — — — — — — to \ I CM I1 II _ 'AI IM --- -- ---- LJ .GFl - ------ ---- 69 -----_ I INSTALL FAN ® `\ BOX PREWIRE `"WIP " ll ------------- GFI S I \ a rl , -t I ' 815�220 I `\ II --- — — --- o --L--j- 22ow GFI W.H. III / INSTALL FAN a <, LI �I _�� ' BOX PREWIRE -------- S \ \ i ELECTRICALLu GFItW ,I{, \ \ PANEL @ 42„ "\ \ g NOTE: / I tj LOCATION OF METER AND PANEL BOX /,(,.� , 1 1 \ WP TO BE BY BUILDER.IF NO GARAGE SEVICE , ((,jJ ' \ w DOOR IS PROVIDED A DISCONNECT SHALL GFI \ BE ADDED AT METER LOCATION. ATTIC ELECTRIC IF REQ'D BY CODE \ — la II i GFI @ 42" ` II I II II i GFI I a FOR GARAGE GFI DOOR OPENER NOTE: KEEP COACH UTES OT FOR GARAGE OF BANDING 0001 SUAND NR , DOOR OPENER ----------------------- ROUND COLUMNS WHEN POSSIBLE, REFER TO ELEVATION a i ; FOR TRIM. - HOSE BIBB @, 42„ i � I COACH LIGHT COACH LIGHT - - ._ _ — _ - - COACH LIGHT BIBB ELECTRICAL PLAN SCALE: 1/4" = 1'-0" ELEVATION "CR" 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. R315A.2 COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED AND LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. 10. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 11. IN NEW CONSTRUCTION; SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 12. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 13. CHAPTER 45 PRIVATE SWIMMING POOLS - OUTDOOR SWIMMING POOLS SHALL BE - PROVIDED WITH A BARRIER COMPLYING WITH R4501.17.1.1 THROUGH R4501.17.1.14. 14. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' OF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLETS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THAN 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. ELECTRICAL LEGEND ® SMOKE DETECTOR SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH /� FLOOD LIGHT $4 FOUR-WAY SWITCH `/ J $DM DIMMER SWITCH FLUORESCENT LIGHTING (�} CEILING MOUNTED FIXTURE .-11.. U n ILI n TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET tv GROUND FAULT INTERRUPT W ' i DOOR BELL CHIMES (� WPC WATER PROOF W/ GROUND FAULT L) 220 VOLT OUTLET O— DOOR BELL ® SPECIAL SERVICES OUTLET D0 DISPOSAL TV❑ T.V. CABLE OUTLET I DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING ❑ JUNCTION BOX WATER PROOF To RECESSED LIGHTING THERMOSTAT BATH FAN O LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT I C INTERCOM SYSTEM ® L.E.D. DISC LIGHT oaD GARAGE DOOR PUSH BUTTON OPTIONAL OVERHEAD SERVICE VERfFY FINAL AMPS NEEDED SAME AS UNDERGROUND WITH ELECTRICAL CONTRACTOR 200 AMP SERVICE 200 = 210 COPPER OR 4/O ALUMN. NrCyO , -VIEWED FOR g� METER MAIN v5„, L.y: ,0 Y,n 9 PLIA ice . DISCONNECT 200 AMP A/C DISCONNEC ® U N T 'a, UNDERGROUND SERVICE BY POWER COMPANY #14 COPPER TO LIGHTSAW OUTLETS TYP ELECTRICAL #12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE INTERSYSTEM # 8 TO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD W/ MIN. 8' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER FILE Ct 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. xg W 00 A It 8 4s v �� 13oa�a>�S r 2�0 o w�5 W�mmK ¢ p a 2 d ¢ K a LL m tl a U J u) VdwIN:FDSEN6.00M O z — o Z N QNQ Q � Q J m '"w00 a z ^ Ln 0 N m (Do W2 W � I ru (% —N E x to -ccCAN A DAMSHOMESS FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE,FLORIDA 32563 DIVISION LOCATION: PORT ST., LUCIE Job Information: cr. c rl 0 0) N +1= m N N F--YUM rn a ®JEDZ) m l JmcnV Fj Model Name / Number: 2508 FT —Plan Issue Date: Thursday, March 11, 2021 KA PROJECT NUMBER: 21-3107 Sheet: 4 Of: ELECTRICAL PLAN VENTILATION CALCULATION Formula = SF / 300 / 2 * 144 - net sq Inches of Venting needed equally for intake and exhaust TOP OF BLOCK FIN. FLR. DBL 25 SH M' OFF lmcF vM! 12 LITE TEXTURED 23 SH CtONINTRIOUS COATING DBL 3050 SH 49" OFF.RI® 4 " OFF RIDGEVENT TOPOFBLO - WDOW HEAD HIT, 0 60ED FIN. FLR. RIGHT ELEVATION TR" SCALE: 3/16" =1'-0" 2650 SH 1 2650 SH LITE TEXTURED CEMENTITIOUS COATING 12"x22• SCORED DECR. LOUVER W/ 4" BAND TOP OF BLOCK DOW HEAD HOT _____--._._____--- __________ e m UTE TEXTURED CEMENTmOUS COATING -0,0 FIN. FLR. 25 SH 26 SH 16x7 OVERHEAD TOP OF BLOCK W'DOW HEAD HGT `Q 6 •' op b 25 SH FIN_ FLR. REAR ELEVATION SCALE: 1/4" =1'-O" a 8x7 OVERHEAD °u DBL 26 SH 16" TRANSOM ABOVE A L Soffit product provides 4.12 net sq in / sf'. Ridge vent provides 18.00 net sq in / If Off ridge vent provides 138.00 net sq in / sf Overhang distance 1.33 ft S.F. of Area to be vented (SF) 3520 s.f. Total needed for exhaust for upper 1/3 845 netsginches Total needed for intake (soffit area, lower) 845 net sq inches Number of Off Ridge Vents for upper 1/3 needed 6 L.F. of Ridge Vent needed (canbe used in combo with ORV) 47 Lineal Feet of Soffit needed to meet required 154 Lineal S S.F. provided by plan 223 !8'Ofrn<l6£•VEM da°OFF PoOGE VEM 111T17rrr Nr� 0 T 08f3� 'o`QP.GvrCt� 6a TOP _ OF BLOC o �;•v $pia (L O= Lug z o o0 S ��rflrl 111101, '. a i FIN. FLR. '.. _ LEFT ELEVATION "CR" SCALE: 3/16" -1'-0' O , � % ie � w � � 0 ro 00 1 41 � 08 Vm ri ti LL m W wA-'F Z w a gOo O�dqa�\S a W 3 �e t�'n¢mto Q O 1131 v=� a2m�4 & ° 3 IL r 8 � w WWW,FDSENO.COM ❑ ❑. ❑ Z8 b a d z 1 " m NCI' kwow C ~ — o=md = r }� V co O d p Q c ,0 ! c It N d on �jm �DQMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: Va -WE'D FOR PORT ST. LUCIE CODE CONI LIA C Job Information: ST. LUCIE COUNTY ROCC i-I O I- - — - - — - BRG ®ENTRY z to W 8on N U M @ GA ZAGE �' a % em°I N � Q T -W'DOW H AOLE V rP' L I'� U m rn a. ® J W ch o � m (/) ch Do Lo� 0 o Model Name / Number: ;3 zol 1 2508 - V I Plan Issue Date: 2DBL 25 SH FIN FLR _ ^ N — — Thursday, March 11, 2021 U Li® KA PROJECT NUMBER: 3068 DOOR WITH (2} L 72" HIGH COL LITE TEXTURED L 4'10" COL ON 21-3107 12" SIDELITES & ON 28" HIGH CEMENTITIOUS COATING 28" HIGH BASE 16" TRANSOM BASE (2) Sheet: Of: RXED GLASS ABV FRONT ELEVATION TR'f SCAT F' t /4" -t'.D" ELEVATION - C R * * ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING 21 MAX 20'-0" MAX THICKNESS IS 15/32".) IF 15/32" IS SEE DEL TB03 USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP SECTIONS G.C. TO PR( BLOCKING I W APA RE( FOR SPAN F 7/16" OSB, SE E "HIP /R BLOCKING" e DETAIL iLl X" BRACE TBDI I SEE I kal BOTTOM CHORD Sol MEMO mile imill NINONINUOUS C }a F CX t � K BOTTOM CHORD GABLE END BRACING @ ZOP CHORD 2X4 #2 SYP 4'-0" O,C. MAX. FOR FIRST (4) BAYS BLOCKING C@ 16" O.C. MAX FOR FIRST (4) BAYS NOTE: 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 PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TB05 I REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTs RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 R WIND SPEED (ULTIMATE) 180.0 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]-[12:12] (SO FEET) (.)VALUE DENOTES SUCTION R=4n AREA ROOF 1 2e. 2n 2r 1 3 1 3e 1 3r HIP .37.02 .51.0E 1 -51.06 1 -51.06 1 1 10 GABLE. 37.00 -37.00 1 -58.99 t -58.99 1 1 -58.99 1 -76.03 m ROOF NAILING SCHEDULE) NAILING ZONES (SHINGLE AND TILE)' ZONE 1: ASTM F1667 RSRS-03 (10d) NAILS @ 6" O.C. ON EDGE AND 6" 0:C IN FIELD ZONE 2e, 2n, 2D ASTM F1667 RSRS-03 (10d) NAILS @ 4" O,C. ON EDGE AND 4" O.0 IN FIELD -, T ZONE 3, 3e, 3r ASTM F1667 RSRS-03 (10d).NAILS 0:4" O.C. ON EDGE AND 4" O.0 IN FIELD _ .0 ROOF SHEATHING: SHINGLE: 1132"EXP. 1 (da2D) TILE: 1R32"EXP. 1 (1a2a) r NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2. as" x 0.113") NAILS "'kkk t 2. WHERE THE SHEATHING THICKNESS iS GREATER THAN 3RS SHEATHING SHALL BE FASTENED a ' 'N WITH ASTM F1667 RSRS-0310d (2W x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP. GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 1 Be O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING (4:12)-[12:121 @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE.. WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGE$ WILL NEED TO BE ATTACHED TOSTUDAND ORELOCKINGATALL EOGES.A MINIMUM Ij" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Is'. O NAIL AT BASE 2 ROWS @4"O.C. w/Hd COMMON NAIL. © NAIL AT TOP PLATE TWO ROWS 1114-D.C. w/Bd COMMON NAIL © NAIL OPENING PERIMETER w/(2) ROWS R14' O.C. w/ ell COMMON NAIL. O NAIL INTERIOR AT W O.C. w/ Stl COMMON NAIL O STAGGER ALL VERTICAL JOINTS & NAIL @ 4' O.C. w7 SO COMMON NAIL O PLYWOOD SPLICES Q HEADER- NAIL SHEATHING TO HEADER w/8d COMMON NAILS ® 4. O.C. (2) ROWS @ TOP 4 BOTT. © (2) Stl WAILS 0 W O.C. TO EACH TRUSS END OR 0 VERTICAL MEMBER IF OASLE END. I II II 15132'OSB I II II EXPOSURE I 111 D II SHEATHING I 11 11 IPROVv IDE BLOCKINGAS REQUIRED PER SECTION X-X IF NOT _�ItFULL HEIGHT SHEET ---- -- - FLOOR SYSTEM NOTE: ad NAILS FOR WALL SHEATHING MUST BE MIN.131"X21/Y. DO NOT OVERDRIVE NAILS: FASTENERS SHALL. NOT PENETRATE SURFACE MORE THAN l5' (2)-2x TOP PLATE BEYOND 15/32.08BEXPOSUREI SHEATHING :j ALL SHEATHING 2x4 P.T. BASE PLATE BEYOND SEE A PLAN 2X RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM VERTICAL HORIZONTAL 11 II It 9r II li II II 01.102x BLOCKING H. F I II - III BALL SHEATHING. EW,lO III III tl II 11 III II I II EDGES r 111 III II II �I. III 11 II II (SEESECTIONX.X) O III 111 C Itl II II 1 III' 11 D II I �_ pl III .III OPENING Ilr II II II I III 1 II. III..:- III --- II --- I --- II --- II yj T III Ili C lii x ii li dam¢ III I -_- _ _ __ - --- III )t II III EII III-------- III III II II ll l II II II I 2x STUDS BEYOND. I~ ll W B I I1 a 111 1 L II I II 111 II I 1 SEE PLAN H It I I II a II II II 11 I I �F 11 l l N f I l I I I 1 I 11 1 I it a tll II It: 11 1 y I I I I I a 111 I I I I I i III Na IIII II IlNll 1I1I IIII II IIII WI WALL ELEVATION DIAGRAM ATALLONS MIN 2 X4#G LOCATIONS MIN 2 X4 N2SPF 1V' TUP9JED VERTICAL W77HB" FLITCH PLATE TO W/ (2)12d TOENAILS EA END. NAIL FLITCH 3B• "S' = MAIL RATE TO VERTICAL WI (4) Stl SPACING ' NAILS S 3M 1/2" � L S .,_E- / /yr (2) Ea NAILS 0 W D.C. SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING SECTION X-X TB13 I WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES I N.T.S. CONNECTOR SCHEDULE FOR: ADAMS HOMES -Model 25083CF CR TRU551D - BEARING POINT. TRUSS ACTUAL CONNECTORS): CONNECTOR UPLIFT DESIGN FASTENERS NOTES UPLIFT RA11NG Cl C5, E7, EN 'ENC, H7, H17 L/R 349#or less HETAI6/PER TRUSS MFR 1B10# (9)10 x.1-1/2" 804.811 N L/R 740#or less - HUA16/HETAI6 IGIO#/1810# (9)10dx 1-1/2"' (9) lOtl x 3 1/2 All A36, 812 L/R-; 1023#or less HETA36/HIOA 1810#/1040# (9)10d x 1-1/2" (18)10d x 1-1/2" F01 L%). s37#or less HSOA/HIOA 10404/ 104a# (18)10dx 1-11"- (18) 10d x 1 1/2 A17 4/R, 2052#or less (2)HETA16 /(2)HTS20 2365#12620# (30)10d xll/2 (48) lOtl x 1-1/2 oblg' L/R 354#or less H25A/HIOA 565#11040# (10)so (18) 10d x 1-1/2" (10)Ed D4f3,3X13 �, � L/M/R 861#orless R2SA/N10f.)l110R 50#11040#/1040# JIB) 30dx1-1/V " (18)10dx1-112" (9) 10d x 1 1/2 7 8 6 AO hD L M R" -137 9#or less 8TA1G HLO NETA16 H t A/ Igloo 16 ON ON 1 1 /2d4 / 18 lod 112 ( 1 / '(9) lod x 1 1/2 - -, - (9)10dx31/2 ''JOSS kdY IeF4. HETA16/MT5i2 jJRTAD6` �'1R10#/990#/1810# (14)10dx11/2 910dx112 - (9) lod x l l/2 AOlA, A018 W2 AD6 Ai0 l/M/R -1121#dr tMk .1(kTk1k�7YiI$i2/IJ10A i810k/990#/1a40# (14)30dx 11/2 9 IN I -I/ -bfBass or JMP .(2)HE'tA06/(2}Hi420/.; ', 2355#/262a#/2365# (72)10dx 11/2 z A16 NE BD3 CANT 3S2P1For" ', TOENAIL. 330PLF (1)16L @4 0C PER GE01/S-4 'Pel Npa$ - R84#or P�TRUSSMPR 1 TRUSS PLAN TTCR" SCALE: 1/4" = VO" OR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 m SARI( TYPE CONNECTOR B FASTENERS BPF BYP CONNECTOR FASTENERS SwF I 9'7P FRAMEM lETA1E4(%IOdxi IWOR. 1610 HTA18w1(1O)IOdx112.OR INS 1870 1=Y MASONRY HETMOW(9)I0ds11/2- HTA2DW(1%tOdx1 MT OFRAME TOM26AWI1%6p NAILS N36 565 RTTAW(1%Sd NAILS 515 BOB ©. FRAMETO H1GAw1IMIGdx112' Iota 1150 RT18AVA17110d x 11W am Im FPAME H10V2WII8)IOdx1 V7AT1PLYM1JSBE9 S30 SO RTt&2N(HdMxl 1WAT2PLYTRUSSES 035 IBM O FRAME TO MTS12 w4l4)10dx 11(2' IAT EXTERIOR No too MTWi2 W(14)1 old x 1 ICY (AT EXTENOR 1005 lips FRAME LOCATION INCLUDE TOENAILS) LOCATION INCLUDE (3) IN TOENAILS) OFRAME TO MDT vdD2)t OE NNW AND 5B"ATA. W13- 9390 46B6 MUGTI6 W(28)1 Od NALS AND MB' A.T.RW U30 4485 MASONRY EMBEDMENT W SINMON"9EP EPDXY 17 EMBEDMENT W SIMPSON•9EP EPOILY O FRAumpToFRAME 112E LOCATION+)WCLIAEQ11d7CEMALB 1410 LOCAMNNIINICLUDE(3)120TOENAILS 12M 1690 F TO. NIT W ilMxIVT ATE(TERIOR 9M PLOGTION �'D ,� 11 TEXTER 2 ION L20CATDNINCLUOE 3570 3000 RAN FRAME NCLUDE (BR2tl TOENNL9 GeTIO CLUDE( (8Ji24 TOENAILS LEA) FRPMEN HGT-2w)118110tl NAILOAND(2)SW AIR. HUGT2w1(1%10d NNLSAMD(2)5M" AT,R. IQ MASONRY W 17 EMBEDMENT W EMPBCN °$EP laws W 12 EMBEDMENT wI MMMM •SET" 7020 9790 EPDXY(HOT-3 FOR 3PLY) EPDXY(HJOTS FOR 3ALY) OFRAME H TO FGTR W (10) 114- x T BOB WOOD SCREM 3,100 4725 RFUd W (12) W8)WOOD&IMM AND 7100 MASONRY AND 9 1 W x W TTTEN HD ANCHOR MILTS (4)3W.TWEDG&DOLT (1) LOU W (1N 1sd SNrERS QFRAMETO A(7)W-x 2-1/4"TTEN2 17M 2030 MASONRY WENBEL0 ©2 fAS TO MASONRYI LGT2 wit 1M EINKERS & 14 (� U ( ) IH"x21H"TTMO QPLY1R11B9j 950DA1 1080-M LUOM W 1N SI1MNM& 1 R1 (�) l % 1N"x3'VI 31OOM 3RO-N FRAME OR RN 18d SNKFAS FOR FRMIE (EN 524DF 9770-F OR(92)iBtl SINKERS FOR FTIAME(EA) SINKER F(2 FRAME MA) SB00�F 4620-F ©0 FRAME TO MASONRY/ (2) LETS W(24) 114'x T WS SCREWS b1313'8''xS TffEN (2 PLY TRUSS) 4730M 4570-M (2) LUOM W(24) V4" x 212' Wu SCREiplOd &80-M 70W4 FRAME OR (B21'Bd MNI(ENSFORFRMIE (EA) 501OF UBBOs MIURMWO(2RLYTRU881 ga(5B)IBtl FAKERS FOR FRMtE(EA) &SO-F TNO-F /'1 I MAMTO I HU4100PTHU01i0w111NIwA(1%10d ON2BB0 HD4100ETEW101FW(2M16tl A(Vol(M I I ON9pM L2 BEAM TO MASONRY! HU46OFTHLMA6Wop1LMNAIW (141W 2374°TITEN(MMAS.) G#1&0 Low �Nm MISS HD46OPTHU46WOpIOd NAILS& (12)1W x 23Y4-TAPCON5(TOMAS.). mim MOSS) ON201 UN850 FRAME OR(12)lfdb(0)UMFCRFRAME) SYP-F SVPit OR(12)1Sd&Fo1Od(FORFTNAEJ SY" SYP+ FFAAIE To(2) FEIAIB OPT (2) MEMO 1920 TOM (2) HTAISOPT(B HTMD 1870 O MASONRY MASONRY 1-PLYW(10)10dx11/2.OR m 2365 WLYW(1011Wx112"OB 2430 2-MY W (I2) IOd 2-PLY W 112) IM HTSMIs W(8)IW RAILS AND (4) 114'X2114" 958 1110 HIM 10 W(0)1 Od NAILS AND(4) 1/4Y1 We 114E 122E FRAME TO T oRNS WEOGE--BOLT O. MASONRY HTSM20 W(10)104 NAll9 AND (4)1r4Y21M' 955 11Io OR TYM20wl (l0)IOtl NALSANDR4)IN'%13/4" 7APCON9 WED OAST V4B 122E ©FRAME TO HIM W (0) Ed 12° NAILS AND (2) 3A3'xb' i80 S10 MASONRY TITANHD FRAME TO FRAMEMASOT' OTT22W(a)Im-Al2"809 WOOD OTp TZW(N1M-'x1 U2'WS35WOOD O SME"AND0)IZ0AT.R�O)56DW t835 214E 9CREN9AN0 (i)12"BA.T.R EPONEDW 1510 IB33 SIMPSON"SEP SEENOTENM SIMPSON'SET' ISEE NOTE 04 TO HTT5 w Cm IN 41& NAILS AND (1) MB' IFWT46W(2d)1&tl#1/2" RAW AND (1) OFRAME MASONRY AT.REPOME0.18IMMONRET" 4375 5080 WOA.T.R.EPDXIED wI SIMPSON'BEP - 50M SEE NOTEN BELO gE£ NptE N4 BELO TO HTT4 W(Is) led X2 IR NNW AND 11) per B HTT48W(18)16d#tl2'NAEBANO(D OFRAME MASgJTU' ATA. EPDXIED w/SWSCN'BM U40 42T5 SW. ATR e+cZ1w12SMPSON"BET' - 4160 E NOTEN astow BEE N OTEN BELO O FRAME TO FRAME H1OSW(24)10dx110 NAILS INS 910 LUOTI W(2 Rdsl 12•NARSA.4160 OFRAMETO U HM9KTWµ)IAOI 1/SSOSWOOD 760 760 RTHMWRN)1Odx1 IMNMUSb MASONRY SCREWS &(611N-x2114'iAPCON4 H11N-x13M•TAPCONB FRAMETO VOTW(16)INk3"606 WOOD WREW3& MASONRY (1)M6°BAT.R. EPQNIEDW BNm NBST" pool 4540 W17 MIK EM1BEOMENi TO (2)V'GTW(32)1M'xS SDS VsO0D 8IXLEWS.. OFRAME MASONRY & BEIVH B AT.R. EPDXIED W 91MPSON 5170 TOO SEPw/ITMIN.EMSEDMENT O FRAME TO DU W OO)1/41(NOIA WOOOSCREWS5 HDWS0925 w1 (1011Nid iR'9D8 WOW 329E 4505 MU0Ti5w/(t21106 NN1&8HTi45 w/FRAME SCIIEW6&1115M•BAT.R.OFRAMMD)HTTBw1ECS 1OdNA68&(pE5'SA.TR 6CN21WNAILS& 43]5 6WU (2)HTT46W(52115Ax21?NAILSY FHAME (II51B'DATR RBEfi NOTEN) &R11SB"B AT.R, (SEE NOTEN) flcucmu rYwso. rO. uhrct: 1. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALLS/ SFAAIS so (2) 12d TOENAILS. 2. AU. MUM TO TRUSS CONNECTIONS ME PROVIDED BY TRUSS MANUFACTURES, UN.O ON PUN. B. G.C. MAY USE EITHER SIMPSON OR USP CONNECTIONS, SEE FRAMING FLAW FOR CONNECTOR CALL OUT. 4. FOR SINGLE PLY TRUSSES. BLAB ON FULL HOGIT$IF 412'M' TOTRUBS VERTICAL WEB W(2) ROWS OF 10d NAILS 07 O.C. STAGGERED. 5. 17 MN. AT.R. EMBEDMENT @ MU BOND BEAM U.N.O. G SCAB TRUSS CHORD W 4' -N SYP N215W ON CHORD LUMBER SIZE) W(2) ROM lad 04' FROM END 4.O.C. STAGGERED; CENTER AT CONNECTOR LOCATION AS MUCH AS POSSIBLE. OA MINMALCONNECTORUNOONFRAMINGPIAN 1. WNNECIION FOR ALL ROOF/FLOCRTENSINESTO MA4ONRYWALL91 LINTELS/ OF WALLS UNO ON PLAN 2. CONNECTION M A-0R32'O.C.PMUNGVERTIGV.SFORALLFL00RTRUSSESPARALLELTOMASORRY IMPLIES SEE MAIL FB1253.1 FOR MORE INFORMATION 3 WNNECTON FOR ALL HIP JACK(CORNER JAC1070 MASONRY WALL94Or WAL1.8rUNTELS 4. CONNECTION FOR ALL CONTINVOU9 RIM BOARD TO TOP OF MA90KRYAT 3V O.0 MAX. W(2) AT EACH CORMH. Mo. N VERIFY LOCATION DOES NOT CONRJCT a Tfl OF APPLICABLE) LAYOUT S. CONNECT ALL FLOORTIUSSES TO INTERIOR BEARING WOOD WALUBEAMS wl(2) 12d TONAILS O MIWMALCONNECTICRUNOONFRAMINOPLN t.CONNECTIONfpI TRUSS TO WOOD WALL OR BEAM © MIMMALCONNECTORUNOONFRAMINCI LAN 1. CONWCTONFORALLTRU99ESTOIWMIOWEOERURBFARINGW000WALLSANDbRBEM1S ROOF FRAMING NOTES .1. SHINGLE OR METAL ROOFING SYSTEM (SEE ARCH.). SHEATHING - SEE [RSH) SCHEDULE THIS SHT. FOR SHT'G & FASTENERS ON PRE- ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. 0 CONVENTIONAL FRAME ROOF.(SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPEAND OTHER INFORMATION. _ 2. THE EXTERIOR CEILING FOR THE ENTRIES AND PORCHES SHALL HAVE 7/16" OSB EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES. ALL PANEL EDGES ARE TO BE BLOCKED SOLID WITH 2x4 #2 SYP WITH (3) 10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WTTH 8d NAILS AT 4" ON CENTER AT ALL EDGES AND THEN Be ON CENTER IN FIELD 3. FOR UNDERLAYMENT.REQUIREMENTS SEE R905.1.1 - - - NOTE TO FRAMER --- IF ROOFTRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FDS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 CODE COMPLIANCE ST. LUCIE COUNTY BOC C.M.U. OR ICF WALL D _ M(�RII�J 2 �ELx,4. SEE TYP. WALL ALUM. FASCIA SECTION 2x4 P.T. FASTEN TO C.M.U. w/ 11/2" LONG T-NAILS ® 2'-0" O.C. SECUREJ-CHANNEL @ 12" O.C. - L CONTINUOUS VINYL ® G.C. SHALL VERIFY SOFFIT MATERIAL CAPACITY TO RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDINQ WIND PRESSURE TYPICAL SOFFIT SUPPORT DETAIL 3/4"=1'-0° TORR- Ns 6 ♦r v � C9 2 ✓ •A CJ� \Q' � V ✓��r'O'0j s Io � aw TJ N F- H- RE PQ S 8Lo Ir' R .4 w ti gsw g� C. pm 9 � P] b 4k ik ik NrN J J J ce$g, W.V��cO 2 G 9 mR n 1( `L:om W N Az Z O Y GmF� IL z13 16 �m DO c BR, B OD J On O OK� 26 9 S GD J y 'u ° WWW.PDSFNG.C)M ❑ ❑ ❑ 66 z Z Z N Z frw I' a aHill a 1r a m z Z N I/1 (n O U -� [Q LD u U �rE �. F � 1 u C�Cpp � Of IfO�Y O I 1DAM$ HOME: FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ® Job Information: O G Ln W 0) O y � m cc r- r( Q N O � 00 r V/ ® Model Name /Number: 2508 ® Plan Issue Date: Thursday, March 11, 2021 KA PROJECT NUMBER: 21-3107 Sheet: Of: ROOF PLAN A LINTEL BEAM: > 1 COURSE LINTEL BLOCK W/ 14 5 NON-SHEARWALL SEGMENT. BAR & 3000 PSI GROUT, MIN. 25' LAP (ACI 530) TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN FILLED CELL FILL BILK. CELLS WITH 3000 P.S.I. GROUT ONE #5 W LOCATIONS SHOWN ON THE FOUNDATION CONIC. SLAB SEE PLAN AND FLOOR PLAN. FOUNDATION PLAN MIN. LAP 25' (ACI 530) FOR MORE INFO TOPOF SLAB i IJ- MS02 I TYPICAL SHEAR WALL SECTION I N.T.S. TYP. TIE BEAM W/3000 P.S.I. CONC. W/1 #5 REBAR CONT. �SIMPSON SPA W/B) -10d X 1112 SP6 OR SPS FOR 2x6 AND 2x8 WALLS PLATE STANDARD HOOKS SEE MIS FOR MORE INFO TYP. FILLED CELL W/3000 P.S.I. CONC. W/1 #5 REBAR VERT, INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL 8" C.M.U. 2"x #2 SYP/SPF P.T. W/ (3) 1/2" X 8" l BOLTS OR (3) 1/2" X 6" EXPANSION ANCHORS OR (6) 3" X 1/4" TAPCDNS OR (8) 2 7/8" HILTI TIX-DNI NAILS 2x BASE PLATE SEE PLAN FOR MORE INFO MS03rnnlvi L. ^a_n^/u r../.,� �.,, .y N.T.S. ." nwI v nwlnlCnTrnnl nCTnll C #5 REINF. 20" MIN. LAP BAR q #3 OR #4 REINFORCING 7� BAR #R#� 1 4P CI ICE 25" MIN. LAP - #5RENFORRCINGBAR #5 STD. 90° HOOK #Ix I AP SR ICE SCALER"=1'-0" 3 " I AP #6 REINFORCING BAR * GRADE 40 U.N.O. #B AI? ---SPI ICE I MSO51 REBAR SPLICE DETAIL - GRADE 40 1 NT.S. I ATTACHMENT REQUIREMENTS SIZE TAPCDNS SPACING # ROWS 2 x 4 1/4" X 2aA" 12" O.C. 1 2 x e 1/4" X 2aA" 12" O.C. 2 2 x 8 1/4" X VA- 12" G.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. PRECAST I w LINTEL w a (2) 2X P.T. > BUCKS W/ 1/2" O.S.B. BETWEEN FASTEN Pr 2X NAILER TO MASONRY � J IF DOUBLE 2X NAILER 15 USED, USE 114"X 4 1/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED I MS11I 2x BUCK DETAIL I N.T.S. I L SCHEDULE LINTEL NO. LENGTH=FT. SAFE GRAVITY LOAD PLF APPLIED GRAVITY LOAD PLF SAFE UPLIFT LOAD APPLIED UPLIFT LOAD fPLF1 COMPOSITE BEAM 10 17'-4" 950 PLF 172 PLF 404 PLF 78 PLF 8F16 6MINIMUM 9'-4" 1843 PLF 200 PLF 1133 PLF 50 PLF 8F16 -1B/1T 16" MINIMUM 0 7'-611 2661 PLF 921 PLF 1634 PLF 552 PLF 81716 -1B/1T ® 7'-6" 2661PLF 1349 PLF 1634 PLF 400 PLF 8F16 -lB/1T 4'-6" 6112 PLF 172 PLF 2724 PLF 78 PLF 8F16 -1B/1T ® 12'-Or' 1254 PLF 190 PLF 559 PLF 133 PLF 81`16 -1B/1T T 4'-6'' 6113 PLF 1796 PLF 2724 PLF 421 PLF 8F16 -1B/1T NOTES: 1. ACCEPTABLE LINTEL MANUFACTURES INCLUDE" CAST-CRETE OR QUAILTY PRECAST COMPANY ( LOTTS CONCRETE PRODUCTS, WEKIWA CONCRETE PRODUCTS.) O O O O o � Ee HURRICANE ANCHORS (TVP.) — b R"AR AT TOP YIn r, al Il O_-EAR c.r u a anon iqe ZZ� ; d 6 RMAR AT MMOTOM Q OF 5F LINTEL OAlll BO-TOM REIl 'd/8°ACI'WiL FRONDED IN_'N-- NAR al TYPE DE6ICsNATIDN =.Ill sLI'H GRPIT I=eN1. lillANi OF •6 *65N R AT 3OYaM d _N^_ cPvin 6F16-154T NOYIN4 IItlOTF j j L QJANTTY 6 H NO NAL Akadl REBAR A- TOF MATERIALS I. fc precast lintels = 3500 psi. 2. fc Prestressed Ilntels = 6000 PSI. 3, fc grout = 3000 psi w/ maximum 31W aggregate. 4. Concrete masonry units (CMU) per ASTM C90 W/ minimum net area compressive strength = 1900 psi. 5. Rebar Provided in precast lintel par ASTM A615 GREG. 6. Field febar per ASTM 4615 GR40 or GR60. Prestressing attend Per ASTM A416 grace 270 low relaxation. 7. 7/32 wire per ASTM A510. 8, Mortar per ASTM C270 type M or S. GENERAL NOTES 1. Provide full mortar head and bed joints. 2. Shore filled Ilntels as required. 3. Installation of lintel must comply with the erchl ectuml and/or structural drawings. 4. Lintels are manufactured with 5-1/2' long notches at the ends to accommodate vertical Cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added Pabst to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirups am welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete maybe provided in composite lintel In lieu of concrete masonry units. 9. Safe load ratings based On rational design analysis per ACI 318 and ACI 530 10.Lintel min. depths are called out on Iintol plan. If contractor installs a deeper UMOI than Indicated on the plan, doing this increases the strength of the lintel and Is approved without engineering letter. If a smaller lintel Is Installed contact FOR for approval. SAFE LOAD TABLE NOTES I. All values bused on minimum 4" bearing. ESCepllont Safe loads far unfilled lintels must be reduced by 20%if bearing length is less than 6-1/2". Safe loads for all recessed Ilntels based on B" nominal beenng. 2. N.R. = Not Rated. 3. Safe loads are total superimposed allowable load on the section speciflcd. 4. Safe loads based an grade 40 or grade 60 field tabor. S. Additional lateral load capacity can be Obtained by the designer by providing addional reinforced masonry above the precast lintel. 6. One #7 rebar maybe substituted rot two #5 rebars in 8" lintels only. 7. The designer may evaluate concentrated loads from the safe load tables by calculating the maximum resisting moment and shear at daway from the face of support. 8. For Composite lintel heights not shown, use safe load from next lower height. 9. All safe loads in units of pounds per linear foot. q- -' iTImV' 3 P 4 f�,TM P .II NC L. PRECAST "U" LINTEL all 3000PSI CONC. GROUT SHALL BE FLUSH . p SAffia ITY AT OPENINGS SEE GENERAL CONCRETE WITH TOP OF WALL g 1 F LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT REBAR ON BOTH SIDES OF OPENING U.NO. PROVIDE KNOCK -OUT BLOCK FOR FIRST COMPLETE CMU COURSE BELOW SILL & FILL SOLID W/ (1) #S BAR FOR ALL WINDOW OPENINGS i AND LARGER 10" STD. 90 HOOK II HOOK qZq a S H N STD. 90 DEGREE y O ANGLE 3000 P.S.I. CONC. W/1115 DI . REBAR - E 8"xe"x16" CMU U.N.O. all SEE FOUNDATION ,�--- SEE FOUNDATION PLAN PLAN FOR LOCATIONS TYP. BOND BEAM S"x8'x16'K.O. LINTEL BLOCK FILL W/3000 P.S.I. CONC. W/1 #5 DIA. INDICATES FILLED CELL FROM FTG. TO BEAM WITH 1 #5 BAR MIN. TYP. DOWEL 25" MIN. LAP (ACI 530) \ \\wCa t11,11111111 -j O R `` F4 MASS *� ' 6N 0 ; _z ie*,O �, �j'�P� •.'�=mow .H-1 Is. N to L f— tD O ITI ti 00 i'Ew W M m DO ££ a G Q 8 G lL LL LL iC, a m Aj 18 vw a wart Cl. y�j el ZO LR�'9rn W�+WmY ¢ O o Rn LL M ZQ¢ 'isg (9 00 M w 2 r 3mu e$m�5 U ? 00 '- W W.FDSENG.COM 0 — O Z O C�Za N QQ Q Q J � — N Z N �W J 0 LL 4--t all a fi3 0 Y d w � l/1 ZD e Lf7 l- c m (4 u m U — v 00 = o ccoo ! A DA1v1S HIOM S FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job information: O G L0 LIJ U M N N y TOmH E O ry� W Q OT N a 0 J W M `^ / ZD ' v) o' 00 o LL Tj Model Name / Number: 2508 Tj Plan Issue Date: Thursday, March 11, 2021 TI KA PROJECT NUMBER: 21-3107 Sheet: S.I Of: ELEVATION "CR" I MSO1I BLOCK WALL REINFORCEMENT I NT.S. I I LINTEL PLAN i 2x6 #2 SYP P.T. 0 W/ (2) W'x5" WEDGEANCHOR 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 "ill BOLTS WASHERS SET IN FILLED CELL W/ #5 TYP. FILLED CELL VERTICAL MIN. 5 PER JAMB. o N SECTIONAL ® OVERHEAD DOOR P.T. #2 ``'�tTOR'"`ens SYP 2 X 6" a y`� �� RFS WOOD sss a ;P. TRIM 0 2"x6" P.T. WOOD JAMB DOOR AND CONNECTION PER GARAGE DOOR MANUFACTURER GARAGE SLAB .e p •, TYP. GARAGE DOOR �y r'�+,C7�� ••�' NQa`w` TRACK MOUNTING DETAIL iI1LI'��� T o on ;0 a N 7 L I i MS12 OVERHEAD GARAGE DOOR ATTACHMENT �1-t 0 $w� W 1 1 N CL g S e Q `"w ai , ui BLOWN -IN R-30 INSULATION PER FBC £ Q O = ¢° m j a. 3 ' AND ENERGY FORM SUBMITTED WITH 3 g te .8 tell z O BLOWN -IN R-30INSULATION PER ' PERMIT APPLICATION PROVIDE BAFFLES $ a �o d AT EAVES FOR VENTED ATTICS '� � W az � m MITTED " SEE PLAN TILE ROOF (PER ELEVATION) e a Z 6 e a 12 WITH PERMIT APPLICATION i r FIBERGLASS SHINGLES OR g e g •� 8 � PROVIDE BAFFLES AT EAVES 1 OVER APPROVED UNDERLAYMENT 8 SEE PLAN (FOR VENTED ATTICS) PER FBCR 905.1.1 OVER APA 0 5 ' PRE ENGINEERED WOOL] � a B U J FIBERGLASS SHINGLES OR TRUSSES:@ 24" O.C. ROOF SHEATHING - SEE SCHEDULE- (9 � (FISH] -HE FRAMING SET. FOR r www msene.coM cl d TILE ROOF (PER ELEVATION) SHTG & FASTENERS. OVER APPOVED UNDFRLAYMENT {� n , _ „ SEE ROOF PLAN FOR Z o PER FBCR 905.1.1 OVER APA ' ( , imp S �� - - TRUSS CONNECTION Z g ROOF SHEATHING - SEE SCHEDULE , 'u TRUSS ANCHOR (SEE „ , 2 r PRE-ENG:: WOOD ' _hh�..hhJ`.M�.>�h� "-. INFO & LAYOUT DESIGN TRUSSES 24" O.C. [FISH] - ON FRAMING SHT. FOR _ SEE PLAN FOR - r it -r - —•r_ - - SHT'G&FASTENERS. � ��--u BRG. HT. �- nrn - d � 1/2 DRYWALL SEE PLAN FOR TRUSS ANCHOR (SEE PLAN) FELT PAPER OR ; . Q TOP OF BEAM - �— - � .�:- _ Z ETAL DRIP EDGE ( TO BE INSTALLED ON OUTSIDE TRUSS PLATE --"'SEE ROOF V) C9 FACE 3/4" P.T. NAILER i 2X SUBFASCIA l� I' FOR BEAM SIZE & - _ TN. ,� lei 1/20 DRYWALL • • r SOFFIT SEE ARCH.. CONNECTION INFO ^ = Tt3 p20 -�ANS -4-METAL DRIP EDGE �� , v -. W. CURTAIN NAILER / 8 x 8 x 16 K.O. (DO O w i ��tt��.. 112" DRYWALL 1 x 4 P.T. @ WINDOWS LINTEL BLOCK Vf _ (6M W CONNECT ALL 2x STUD 2X SUBFASCIA 1 x 8 P.T. @ S.G.D. ^ O.H.. W/ (1) #5 DIA. REBAR & 16d TOENAILS SOFFIT. SEE ARCH, TO TOP PLATE WITH (4) n SEE ELEV. 3000 PSI CONCRETE $ �• n pLpryS P0. "U'. LINTEL N ' HB&G COLUMN WRAP OR '-. � " SE SCHEDULE n , II ' 1/2" DRYWALL SEE PLAN FOR HEADER SIZE v 4MIN 7/16" 0. FRAMING ® z W/r ql SHEATHING ATTACHED PER ¢ (M 6 $ 111111111 NAILING SCHEDULE OPTION15/32" OSB EXPOSURE 1 ON MAXIMUM OF (3) - 2X PLATES MAYBE 0'H' EXT.. WALL W/ ALL EDGES BLOCKED. ' DAMS ADDED BELOW THE HEADER W/ EACH SEE ELEV. SEE TB13 FOR NAIL ATTACHMENT. SEE FLOOR PLAN FOR �.DAMSH�M�J�.. COLUMN SIZE & BASE i w non PLY ATTACHED W/ (2) ROWS OF 16d (OPTION) STAPLE: 16 GA. 13/4" CONNECTION INFO. , to FLORIDA CONTRACTORS LICENSE NO. CRC1330146 STAPLE @ 2" O.0 EDGESAND FIELD. E. 44" MAX. SILL MGT. ON rt FILL CELL -(1) #5 DIA. NAILS AT 8" O.C. BEDROOM EDROOM WINDOWS. „ REBAR W/ 30DO PSI i i ¢ SECURE 2X4 P.T. BOTTOM 3000 GULFBREEZE PARKWAY n CONIC. ALL LOCATIONS ' ' PLATE w/ 6/8" x 8" GULFBREEZE, FLORIDA 32563 H SHOWN ON FOUNDATION i ANCHOR BOLT SET IN VINYL FRAMED WINDOW W/ SCREEN n & FLOOR PLANS o (G.TO VERIFY W/ FLOOR PLAN u SIMPSO MIN. E HIGH -STRENGTH C LOCATION OF OPENINGS IN u EPDXY 6"" MIN. EMBED. DIVISION LOCATION: EXTERIOR WOOD WALLS. 7 NO "; i PORT ST. LUCIE OPENINGS ARE INDICATED, FULL •o• Job Information: STUDS ARE REQUIRED).. y NOTE: 44" MAX. SILL MGT. ON , ,tea ALL BEDROOM WINDOWS. !--s ",&,, D FOR VINYL FRAMED WINDOW WINDOW STOOL W/SCREEN " {" ? CEMENTITIOUSDECORATIVE PER SPECS n -,.. s +��«-•„ FlNLSH7/8" THICK PER A5TM PRECAST CONC SILL SQUARE CMU BLOCK BASE W/ " (4) #5 VERTICALS FILLED SOLID ST. L ;or C-926.98A PAPER BACKED FOIL R-4.1 N SEE ELEVATION FOR MORE INFO OTUCCO BAND INSULATION AT CIVIL BLOCK WALL _ 2X STUDS (SEE FLOOR PLAN FOR IF - MORE INFORMATION). SEE TB13 PER IT AND ENERGY FORMIT EXTERIOR FINISH - 1/2° DRYWALL SUBMITTED ENE PERMIT , -� ON SHEET 6 (SEE ELEVATIONS) "'•I FOR NAILING INFORMATION FOR APPLICATION ,o.. M LO FTG. DOWEL #5 DIA. REBAR y M R-13 INSULATION AT EXTERIOR WALL SHEATHING. 1 2 P.T FURRING�\ W U WOOD FRAME WALL PER FBC P.T. ZX #2 SYP. BASE PLATE 1 4 P.T. 1P' IN CONCRETE - 25" G1 EXTEND (ACI 530) ABOVE > N y AND ENERGY FORM SUBMITTED w/ 1/2 x 8 A.B. (OR 1/2" x 8° TITFN E NAILER <'0 0 WITH PERMIT APPLICATION HD) w/2" WASHER AT 32" O.C. D BASE ON FOUNDATIONSLAB. ALL IPLANSHOWN PEEN FOOR FOUNDATION c.l Ly ° < MIN. 6" FROM END - SEE WS07 WOOD BASE— FOR TERMITE SHIELD '00 7 SEE FOUNDATION PLAN SIZES AND O W m Vi O SE FOUNDATION PLAN FOR FOR SLAB INFORMATION - _ - - _ TOP OF. SLAB _ _ ' INFORMATION . • _ - T'OP OF SLAB - - _ - — - — - — - LOCATION- J m `^ r ^ vl v, GRADE _ GRADE FILE COP', VT Model Name / Number: I• 2508 IMMI CLEAN SEE LAN 1mOR __LL . .. -.y , Pfan Issue Date: COMPACTED ,N-, rRE R QU'ANNTIES _ FILL m Thursday; March 11, 2021 16" VI KA PROJECT NUMBER: SEE FOUNDATION PLAN 5EEPLAN SEE FOUNDATION FOR FTG REQUIREMENTS PLAN 21-3107 Sheet WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4•'=r-o" WSO [TYPICAL WALL SECTION - 8"CMU 3/4"=1:'-0" CD23 COLUMN @ ENTRY - CRAFTSMAN STYLE N.T.s. TYPICAL FRAMING DETAILS WHEN REQ'D RECESSED PRE -CAST LINTEL SIMPSON SP2 TOP 8" D BLOCKTIEBEAM AND BOTTOM. TYP. STRUCTURAL W/(1) #5 REBAR U.N.O. NOTE: MAY CUT BACK 2x8 P.T. @ @ EACH 2X CRIPPLES (3) 16d COMMON SHEATHING TOP TO ALLOW CONT. 2x4 BIKING @ 16" O.C. NAILS(TYP) CLIP EACH TRUSS AROUND CURVE. MIN. 2 TITEN ANCHORS TO 2x8 r, r, � (SEE ROOF PLAN FOR TYPE) FRAME OUT F-7 ! BLOCK EDGED (SEE PLAN) 7/16" O.S.B. EA. SIDE 2X BLK'G. TO O.S.B. W/ 2-8d FA. END EDGE VIEW 2x8 W/ (3) 12d TOENAILS EACH END 7/16" OSS W/ 6d NAILS @ 16" O.C. TO SIDE &TOP NAILER 2x4 SPF CONTINUOUS BLOCKING ATTACHED TO 7/16" OSB W/ (2) 8d NAILS, SEE DETAIL ABOVE 2x BUCKS SEE MS11 FOR MORE INFO WINDOW OR DOOR OPN'G WF01 I DETAIL @ ARCH WINDOW FRAMING WINDOW OR DOOR OPN'G N.T.S. I I 1 WF02 I DETAIL @ ARCH WINDOW FRAMING to � m W � 1" 1S5" 1"h Q Lo L�1 L� (2) 2 x 4 LAMINATIONS W/(1.) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2x6 LAMINATIONS W/ (2) ROW OF STAGGERED 10d ROWS OF STAGGERED 16d ROWS OF STAGGERED 16d COMMON WIRE NAILS (D = 0.148", L= 3") OR EQUAL COMMON WIRE NAILS (ONE INTO EACH OUTSIDE FACE) COMMON WIRE NAILS (ONE INTO EACH OUTSIDE FACE) (D = Od:82", L= 31/2") OR EQUAL ID = 0.162". L= 3 1/2") OR EQUAL `1)) ADJACENT NAILS ARE DRIVEN FROM 3) FOR 4PLY. PROVIDE 1/4-DIA. x 51/2" LAG OPPOSITE SIDES OF THE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3PLY) 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NOS SECTION 16.3 FOR THE THICKNESS OF THE LAST LAMINATION. ADDITIONAL INFO. WF37 I TYPICAL COLUMNS DETAILS N.T.S. FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 11/2" CONTACT FOR FOR �r.; SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) F.F. NERHANG rY • `J FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ'D. SEE GE05 FOR STANDARD GABLE END FRAMING 2X TOP PLATE TO GABLE END W/ 16d NAILS @ 6" O.C. 2X4 STUDS @ 24" O.C. W/ SINGLE BASE & TOP PLATE W/ PLYWOOD SHEATHING COVERING 1 1 O 2 N O +I +I I � 1 3 A I } J � i J ( J N.T.S. STRUCTURAL SHEATHING 7/16" MIN. NAILED W/ 8d COMMONS @ 3" O.C. @ EDGE & 6" O.C. FIELD RUN FULL SHEET FROM BOTTOM OF FALSE BEAM ME15 FALSE BEAM AT GABLE END N.r.s. 2x8 SYP #2 TOP & BOTTOM ATTACHED W/ (1) ROW 16d 2x6 SYP. #2 NAILS @ 16 O.C. RIPPED BOX HEADER DETAIL PROVIDE 2x4 ON TO OF 2x8 TO BLOCK OUT 2 ROWS 12d @ TOP PLATE ATTACH w/ 3" O.C. OUBLE 2x4 (2) 12d NAILS O.C. TOP PLATE (SOLID BLOCK w/ 2x6) 4g 47iN 2x4 STUD PER PLAN 2x4 BEYOND AGAINST 2x8 STUDS NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAILS MAY BE SUBSTITUTED W/ 2x8 STUD (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN TOP PLATE W 8d 2 1 2" x 0.131 NAILS (SIM. w/ 2x6 * NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) TOP PLATE TRANSITION PIPE OR DUCT w/ OUBLE 12d PENETRATION THRU TOP SPLICE TOP PLATE w/ MORE THAN 50% OF TOP ROWS 12d PLATE WIDTH INSTALL @ 3" O.C. SIMPSON PSPN516Z w/ (12) 16d NAILS TYP. 46. MIN TOP & BOTT. NOTE: @ ALL EXT. CONDITIONS ATTACH Zx STUDS TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. SIDE TYP. TOE NAILS MAY BE SUBSTITUTED W/ (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO TOP PLATE W 8d 2 1/2" x 0.131 NAILS * NOT REQ'D. WHEN QT SYSTEM IS APPLIED NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL OF SPLICE DOUBLE 2x8 TOP PLATE 2x4 w/ 2 ROWS OF 12d NAILS @ 3" O.C. BOTTOM SPLICE OVER STUD NF17 I TOP PLATE SPLICE DETAIL 3/4"=1' FvERI�FY CRLES MAY/MAY NOT BE PRESENT. IF ONLY (1) KING 7/16" o.s.6. HEADER ELEVATION (1) JACK USED AT EA. SIDE EACH SIDE OF 2X BLK'G. TO O.S.B. OPENING G.C. TO INSTALL (3) TITEN HD. W/ 2 8d EA. END 5/8" x 8" EQUALY SPACED PER SIDE INTO CMU AT JACK TO HEADER, NO BASE EDGE VIEW HEADER SUPPORT NO.JACKS REQ. 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 CONNECTOR REQUIRED SP4 AT (3) 16d SEE HGT. TOP AND PLAN COMMON FOR WLL 2XCRIPSON @ 16" O.C. 24" O.C. NAILS TYP W/ BSP2 TYP. — ND BOTTOM CMU— i N M N EER PER LOCATION—,;l0o. 7. .gyp♦♦.1i1/ ♦ i �• • . • r '!��p IIIEACH R .. TOENAILS r II END TYP.2x4 SPF CONTINUOUS BLOCKING--/ 1 I ATTACHED TO 7/16" OSB W/ :. NAILS. SEE DETAIL ABOVE SEE ELEVATION • R R • SQUARETRANSOM 3 EACH END WINDOW OR DOOR OPN'G CMU * WHEN STUD LENGTH IS LESS THAN 12" USE LSTA30 STRAPS AT EACH STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EACH SIDE FILL ALL HOLES IN — STRAP SOd NAILS @ 8" O/C TYP, DOUBLE 2 X 4 CRIPPLE STUD TYPICAL (U.N.O.) - �k * HOLD DOWN CONNECT] NOT REQUIRED @ BEARING WALLS WITHOUT UPLIFT HEADER ANCHOR NAILED TO TOP PLATES, HEADER & JACK HEADER SIZE NO. & SIZE OF & GRADE RAFTER TIES EACH END SEE PLAN FOR (2) LSTA 30 BEAM SIZE SEE SCHEDULE 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @12"0/C FOR 2x 10 OR GREATER HEADER �— DOUBLE 2 x #2 S.Y.P. HEADER W/ 1/2" FLITCH PLATE HEADER. (U.N.O.) FILLING AND BLOCKING AS REQUIRED FASTENED TO HEADER W/(2) ROWS OF 12d @ 16" O/C UNLESS NOTED OTHERWISE 2 x 4 STUDS TYP. SIMPSON HTT4 W/(18) 16d NAILS & A 5/8" EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O. 4 OR 8 1/2" AT GARAGE STEP DOWN 1— P.T. BOT. PLATE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE TB13 ON SHEET 6 R-19 INSULATION AT EXTERIOR WOOD FRAME WALL PER FBC— AND ENERGY FORM SUBMITTED WITH PERMIT APPLICATION (WHEN EXTERIOR WALL IS EXPOSED TO INTERIOR SPACE) 2 X 4 P.T. LINTEL NOTE: HOLD FRAMING 1/2" BACK FROM FACE OF BLOCK FOR SHEATING TO BE FLUSH WITH BLOCK FACE STUD ANCHORING: STUD TO TOP PLATE SIMPSON SP4 2X4 SPF AT 15" O.C. STUD TO BOT PLATE SIMPSON SP4 1/2" X 8" ANCHOR BOLT @ 32" O.C. 8" CMU WALL NF21 I KNEEWALL @ ENTRY FRONT WALL 1 3/4" = 1' WOOD BEAM SEE PLAN FOR SIZE - TYPICAL BLOCK i— SIMPSON HUC410 OR (2) HUC210 �r I TO BUILT-UP COLUMN A� SUPPORT COLUMN BUILT-UP MIN. (3) 2x4's OR 4x4 W/ (2)-10d NAILS @ 8" D.C. EACH PLY ' ^ (SHOWN AS 4x 4) (2) SIMPSON HETA20's w/(12)-16d EA. TO COL. ALT: (2) MSTAM36 STRAPS CENTERED W/ (13)-10d NAILS Ea TO COL. TIE BEAM CD04 BEAM @ RAISED ENTRY MASONRY WALL N-r.s. IEVVED FOR T " LUCIE COUNTY Bocc PILE COPY TOR Rq AE ........... N5+E ` . •: �: vG g'IP'nR iY:w (0' T3 i H DID r7n OR�m d w 8m o a; IR �"h D- a �a,App 3 2 ,t Ulmme$ m� Q2oLLn W U) ry z3 O tea' ^T� IL a �2' In O a Fs ❑ ❑ r WWW.FOSENG COM - 1WV Z m o 0 Z Z Q N 9�JJ — C� V / � ri IO � m W LL -6 0 C Oc w c �2 = voft ZD m U — Lm`I E as ~ s 0 � 0 1 = O N aC4om am' 1 End e FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Job Information: O z �LO c LO W CJ O .) N 0) N w M m m ai � z_ H U m OJLiJZ:) 9 o m _I m (1) (n Model Name / Number: 2508 VI Plan Issue Date: Thursday, March 11, 2021 VI KA PROJECT NUMBER: 21-3107 Sheet: S 3 Of. MS18 I RETROFIT WALL OVERHANG DETAIL N.T.S. WF39 I TRANSOM DETAIL AT ENTRY 1/2" WF09 WALL HEADER DETAIL N.T.S. TYPICAL WALL DETAILS I MAX 9" UNSUPPORTED 2X4 #2 SYP BLK'G @ 16" O.C. W/ *DIAGONAL SPACED AT 20'-0" O.C. MAX (2) 16D NAILS EA. END. SEE [RSH) SAME SPACING AS BOTTOM CHORD LATERAL BRACING - SCHEDULE FOR SHEATHING ATTACHMENTS. IF > 9" 2X4 #2 SYP N ,- (MIN. FIRST 4 BAYS) BLK'G @ 16" O.C. I5' - MINIMUM 2"x4" - 8d NAILS @ 4" O.C. IF > 9" CONT. 2X4 FEQUAL CROSS BRACING O.C. EA. SIDE (SEE PLAN FOR - -"� --.- ,- j WALLL AND ROOF8" T613 LOCATION) , BLOCKING I FORSHESPECIFICATIONS FOR SPECIFICATIONS x4 SYP L BRACE FOR 2x4 SYP TALL APPROX. 8" FROM RIDGE 26SYP L BRACE FOR THEN 48" O.C. AFTER. NAIL W/ 312d @ EACH FxND & @ GABLES 6'-0" AND TALLER. --� CROSSING AT 45 ANGLE. ATTACH L BRACE w/ " (NOT REQ4 D OR SHORTER 12d NAILS @ 4" O.C. - RACE CONNECTOR FROM CONT 2x4 SYP OR SPF SPANNING (4) GABLE TRUSS TRUSS BAYS (8'-0") NAILED DIAGONAL BRACE TO SILL PLATE w/ 10d @ 3" O.C. (3) 12d W/ 3-12d TO CHORD (MIN LOCK/PLATE NAIL GABLE TRUSS PER JOINT �_, 1ST 4 BAYS) f� TO TOP PLATE W/ 16d NAILS @ 4" O.C. CONTINUOUS LATERAL BRACING- 2x8O.T. PLATE 1/2"x8" ANCHOR BOLT NAIL OVER X-BRACE AS SHOWN- ) 2x4 SYP OR SPF BLOCKING 4 BAYS AT 48" O.C. MIN. BETWEEN TRUSSES @ 48" � ' KNOCK OUT COURSE INSTALL BLKG. AT TRUSS WEBS X-BRACING - 2x4 SPF OR O.C. MAX. FASTEN TO EA. CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING TRUSS w/ 3-12d NAILSEA. MASONRY WALL SYP w/ (3) 12d @EACH TRUSS WEB NAIL TOP OF "T" TO GABLE ROOF SHEATHING, SEE TRUSS w/ 2.12d AND 1 OVER FOR ATTACHMENT SIMPSON H8 W/ OVER JACK TRUSSES, SEE 10-10dx11/2" NAILS PLAN. T601 TYPICAL CROSS BRACING DETAIL N.T.S. TB02 TYPICAL CROSS BRACING DETAIL N.T.S. FASTEN (1) SIMPSON HGA10 @ 48" O.C. w/ 8 1/4"x1 1/2" 1��%%TOR(-J��i,. , SIDS WOOD SCREWS GABLE 2x4 BLOCKING w/ 2-12d TOENAILS NAIL TOP OF "T" PROVIDE 2X4 MIN. BLOCKING AT END TO TOP PLATE /BEAM TO GABLE TRUSS w. 2-12d • •;.r CENTER LINE OF HIP/RIDGE, TYP. FRAMED WALL OR BEAM AND 1-SIMPSON HIS w/ BETWEEN TRUSSES W/ (2) 12D BELOW, SEE PLAN. 10d x 1 1/2" NAILS w i10 ; CHHOR�ACHENDroTRussTOP @ WOOD FRAMED WALL @ DUTCH GABLE = . s,�IjO��""�."� A TRUSS ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING GE01 GABLE END BRACING N.T.S. N��a~` ���Tfl/ WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP —_ 11 iTYp�, A ------ TRUCTURAL PACE G.T. SHEATHING N 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 HIP 12d NAILS @ 6" D.C. MAX 24" SPAN (EITHER G.T SIDE OR BOTH IF REQ'D). (2) 12D NAILS MINIMUM (3) 12d m .��_ (o 0 0 ROOF AT 12" O.C. MAX PER JOINT MINIMUM 2"x4" SPF OR SHEATHING * SPACED AT 10'-0" MAX SYP TRUSS BRACING, n 1000 n o r � - SEE PLAN r P = H Li oo r i o .-I U$evb$ Lo 2X4 BLOCKING® .e s5w Oyu$ c w w HIP TRUSS ' BETWEEN TRUSSES a g h SFCT A -A ii xL 5g MG? g o$ PUZ TB03 HIP / RIDGE BLOCKING DETAIL N.T.S. TB04 TRUSS BRACING OVERLAP DETAIL (TYP) N-T.S. �Gi� z A o~IR m i d an Q UM a�sE'm W U � ffi � - €'3Fa '2W WYVIN.. FDSENG.CGM z CJ TRUSS NOTES: z 0 zm � ¢ J 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 o, y (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 Cn 2!N Is 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 / (/!w,', � CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANYONE AREATHEY SHALL BE SPREAD OUT TO AVOID OVERLOADING ANY ONE TRUSS. H w TJ EVENLY OVER A LARGE AREA SO AS BY THE TRUSS MANUFACTURER ALL Lu Al 2. ALL BRACING (OB, CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED 2 LATERAL BRACING SPECIFIED BYTRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-O" 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 0 w g BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT C 4. ADDITIONAL ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BPARI NG SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. V L/) M M CID � �m SEE TYP. TRUSS BLOCKING DETAILS U R N Q f SHEATHING AN �® '— '� T00 O I« = � N 3 TO4TRUSS x4 AS SHOWN C PCs LTERNATE TRUSS SPACES DIRECTION Q N 04 490 RUS DAMA HOMES VERTICAL SCAB 2X8 #2 SPF 48' O.C. SEE 12)-12 NAILS W/ (4) 120 TOP &BOTTOM OR HS SEC ION TRUSS TO EA TRUSS T FLORIDA CONTRACTORS LICENSE NO. CRC1330146 OR HCLR/LL IN PLACE OF (4) lOD B-B S REQUIRED R RAFTERS GREATER THAN 8'-0" — 3000 GULFBREEZE PARKWAY i SEE STRUCTURAL NOTES AND NAILING GULFBREEZE, FLORIDA 32563 SEE PLAN POUBLE TOP DODeLE LATE TOP PLATE SCHEDULE FOR SHEATHING DETAILS DIVISION LOCATION: PRE.ENG. TRUSS SECTION B-B VARIES w ROOF 2x STUD WALL SEE PLAN T SLOPE .\ PORT ST. LUCIE /• CONY. FRAMED RIDGE \ / \ / / Job Information: MAY BE NAILED w/ MIN, VERTICAL SCAB 2X6 A2 \ 2X4 SPF BLOCKING \ (4)12d WHEN IT [AN DS SPF 49^ O.C. W/ (4)12d \ BETWEEN TRUSSES NEXT TO PRE-ENG. TRUSS 2x8 BLKING. NAILED 0 EACH TOP & BOTTOM OR H5 OR \ \ @ 48" O.C. MAX. SIDE w/ (3) 12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12d REQUIRED w/ (2) MTS12'S REQUIRED 0 RAFTERS GREATER B \ / \ 'REVIEWED, THAN 8'-0" 2X4 SPF BRACE \ i \ LW (4) COLLAR TIE 12d AT EACH ENI D & EVERY 3rtl Sk{EATHIN RAFTER \ \ ALTERNATE DIRECTION .� LUCIEN—k 0 CB \ \ \ 2X4 BLOCKING BETWEEN BEVEL CUTS (OPTIONAL) TRUSSES W/ 12) 12d NAILS i C ® EACH END, CONT. EACH BAY B T9 SPF / / Ll ALTERNATING IDS WOOD c EW2JEACH TRUSS / / SEE PLAN W �n V M BLOCKING OR H5 0 48" O.C. / / 4) t PRE-ENG. TRUSS \ / / N d) CONT. ROOF SHEATHING AT TRUSS TOP \ STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP. \ \ / / Z �< V � 1 m � 0- SEE PLAN FOR CONNECTION SIMPSON A34 OR \ \ / / B P.T. BLOCKING BETWEEN \ / / CENTER \ O 2X4 DIAGONAL WOOD 2x8 A2 S7P RIDGE REAM TRUSSES W/ (2)-12d NAILS CP 2U OP ON \ \ / / 2X4 SPF BLOCKING W `� ) `� V Model Name / Number: AT 8'-0" EACH END MAX TRUSS 2x6 RAFTERS @ 2`13-0 C. MAX. w/(3)'L2d COMMON / \ /\ BETWEEN TRUSSES u @24"D.C. MAX.W Pr COP TOENAILS TO RIDGE BEAM \ / \\ 'LE WALL BELOW RAFTERS SPANS a / • (3)12d EA. END (TYP.) • 2508 (SEE PLANS FOR TYPE) Fr 510DAN - O,CCRMAX W / 3 SEE PLAN coT EL MASD OD COMMON TOE NAILS TO RIDGE BEAM 2X4 CONT. AT STEEL OR WOOD . Plan Issue Date: T & B CHORD BEARING SUPPORT Thursday, March 11, 2021 TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/r'sPACE KAPROJECTNUM13ER: @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING SEE PLAN FOR MORE SHEATHING INFORMATION r1 r1 21-3107 2x4 S.Y.P. @ 16" O.C. TB15 I EXTERIOR NON -BEARING WALL DETAIL N.T.s. Sheet: SA Of: TB06 I BLOCKING AND CONVENTIONAL FRAME DETAILS N-T'S• ROOF FRAMING AND BRACING DETAILS F f THERMA-TRU INSTALLATION \\ KEY DIFFERENCES CHECK LIST Rough openings are 1/4" smaller on each side and 1/4" smaller on the header than standard Therm&Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling Increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck, Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16 DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 11/4" EMBEDMENT INTO THE MASONRY JAMBS. 6" SPA EVE W 6" 6" SINGLE DOOR SINGLE DOOR W SIDELITE 3 6" 3" 3" gar 3" 3" I Ill III f 3" 3 3" 3 „ V3" 6 6 6" 6' DOUBLE DOOR W/ SIDELITES 1A /E E (PACE .VENLY SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO BE 19-091 IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE FILLED PVC. PIPE. }— TOP OF SLAB a I op z I 'll 'll °I I°,IIE,II° I f- Ir- Ir I 9 9 d 01 ® z 1 ' 16" MIN. DIAMETER CONCRETE FOOTING PROTECTION BARRIER DETAIL N.T.S. PACE VENLY ft0{ Cask Oneyalley by centering q wide ertainTeed Win `rG ou alerproofing Ingle ` nderlaymenla qulWlent dr to ''o not nail within i 8' of Embetl each In a 2" Valley eentedide e eft or rining came i Cut 2^ ! Cleguraily-gff 7" �a to use In 5thlum Cut ehrgka 2 back from valley remerline SHINGLE INSTALLATION GUIDE SEE M NAIL SHINGLES Wf IS OR 12 GAUGE ROOFING NAILS S/8' MIN HEMS. 6 PER SHINGLE. Foo(D� Ussy"M1" A` ;lpp,fo Go'e� F3" 3��n4CjOu� oo` l .06 lv -'Eoes ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPUED ALL LEVEL VALLEY j TEXNRED, PAINTED BEHIND FLASHING EXTER. WALL FINISH AND EXTENDING A LOCATIONS) MINIMUM OF6"ABOVE S" X S' H GALV. VERTICAL RISE OF FLASHING VERTICAL WALL FLASHING CONT. AT KNEEWALL T ENTRY PLASTER 3 SEALANT ROOF SHINGLES �r 6"X6'H.GALV. meeuhur. nnNT_ FLASHING DETAILS NOTE: THIS DETAIL IS REQUIRED AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF W'DOW AND/OR SGD FRAME MIN.) GLUE STRIP w/ ADHESIVE SEALANT & SCREW w/ 3/16" •' x 3 1/2" PHILLIPS FLAT HD, "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x DUCK INSTALLATIONOFWINDOW 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 fl 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 GENERAL CONTRACTOR TO COORIDATE BACK OF JAMB SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S CAULK BY OTHERS EXTERI INTERIOR TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S i� THERE 9WtLL RE A OdF CEMENT INSTAtAEL VDE. DPoP EDDE 9NALL BE I N MA%MUM OF 37:n GN 1 AS OEf[BMNED N N R90L2.1.919 310 hPH OR TXE MEAN RDDF HEIGHT 3 men). DRP.DGEG FMALL EE I AMA%IMUM OFA INCHES Maximum Fasbser lildig (Mrnbs Headaral 11) SoewK Fine.. Ededa Rla[d ViaRr NhXMv.. r>r -41 -J Walt Fuming: #2Sprum/Pine/fir or 9e9ar SlNcone #10xl-1/2" _..`` Screw :Ngnlmurn ne Petradon 1-3/8" b GM"gad. Cnoss Section V lew Efleriot Sheathing varletion In coda and bul/ding types, It Is/o@up to the end user to determine the proper Installation of these Items. LEAVE THE RUDDLE WRAP ON BMom Instalbrg your wirdmr, the bubble wrap may be pea ul bads for kxpeollm, but Please tesddc the Webb) ,. prow the Mods from scratdes and pill daospWtBbnSWI00 is cdmpkk. Srep1 Meal mtobesue ONoperfa)ie3)D"to1/2"Nrgvffwftwir4owslubdhverdWa &idhorbmt*. • You may wish predrill the installation holes in the On at thistme. de tildes&, itesuMilip fin, df drcaN Step 2 Apply a generous bead of Mom to the backside M the mo nfig fin. Use enough sbieone to su0kienM/ All all wills between the fin and the wall sheath . Step 3 intent the window mho the opening from the clanks. The window is labeled "Inside" and "aurdde°, but If there Weis hawe been *.3I 1111I#/s removed, the glazing bead should ~ be no to Inside of the buliffing. TO Step 4 Install some safer the sill, adtntilg 7sn wN the unit S plumb In the opening. SMmsshould be installed and r the all away 2 feet The window should be baskelly massed in the opeffil with fro male than 1/4^ gap between the window and wan finiffing. Step 5 Intel! a#10 x1-1/2"screw 4" from the comer of the fin at each and ofthe head all and boo"mbL 36 •'•• S46 IrNall the remalnirg tastefiefs in 8"ircrements from Necamer mews to the conferMeath henna member. Usearenctoomr- tighten the screws and pull them mtlae rm. Ako, make sure me svevrsgo In tea' nt end do not cruse the frame to bow a,`'T0R J�F-� ssa,', 'N. Wall fraud M pn should be a minimum #2 - Lu Pastimes; MUM be #10 scOf sufRdenn to achieve 1d/8" penetration dnM the oat and no kstF ban S from edge M.framin S E ... * • t O� O^ rews Y Faszerxr quantities needed In each side M Inane to a ; C, N •y`� a; a M Fame NlL+mbar 10" 18" 26" 34" 4r SO" I se" I a6" 1 74" e7" 1M" 6D" ,.�`1; v ��$b : \Q NumberMFas[erers 7 3 4 S 6 7 8 D 10 Sl i7 >3 :•• .� : �O •' 11J SUP7 RmIDw WU Sificone "SqUeeas OW ban around the On and inspect for Mks or volds. Use silicone tofill any voids. +�: � LUT �P Step 8 If desired, a loam insulation an be applied to the Intmor gap between to window and well hating. If applied, Ms(Wstbe the l® • '� �.t11V� NON EXPANDING ry'PE FOAM: d �'•'. P� • C? Srap9 Since diese windows am typically used In metwM Nigh mdshsa,k; Islaoams, it is recommended tat the Interior gap ass A. • -.5�. ���• `: between the window and wall craning also be seeks wnh sllimne said coded se as not to Interfere wit) the witnnetm M s•� 9 O , . •" ,�, i wallboard ale or then. Id! Qom•••••••' `P O Step ip Once an construction is complete remove the bubble wrap from the Inside and wtode of the window. If necessary, dead the SIS/St•4j' ea blocks with a right detingent and warm water using a soft doh. 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. i a � t 3• SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. F $ GO e 08 fb real SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION �x_m" og-§6 � � t AND CALL OUTS. y�p�L{{Ls m�mgg a Product Approval Submittal Affid.rcivit � Q Zto i a ci Z a ��� ?rc3 O Y Building Address: Contractor: �sg g m 2 Building Permit: gi g' � o� 8 V) o Product Design Manufacture Model # Attachment Approval #�F e` Pressures Method r¢ 5'w WWwFDSENG.00M. ❑ ❑ ❑ Rooflng: 0 �2 1st Choice COUNTY ADE APP. IKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/12 GAUGE ROOFING FL30310.1 zt Z $ o NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. N �o W/ 3/8" MIN PENETRATION THRU SHEATHING Q C4 �d7 nyzt ROOFING VENTS: DADE Florida Metal FLAMCO FASTEN WITH 11 GAUGE GALWNIZED RING SHANK ROOFING NAIL, COUNTY APP. "FRO E GE A D 4" .C. FL21580.1 R-2 Z ROOFING UNDERLAYMENT: c I Q, N Is Choice TAMKO BUILDING AMKO No. 30 UNDERLAYMENT SHALL BE APPLIED AND/ o PRODUCTS LLC #30 ASPHALT�ATURATED ORGANIC FELT ATTACHED IN ACCORDANCE WITH FL12328-R9 _ •a� �_ R905.1.J. 0 w I Overhead Garage Doors: ro 1st Choice +30.0/30.0 CLOPAY 16 x 7 2"x6" P.T. WOOD JAMB WITH FL16546.8 Tt� w p $ 53W5 (5)1/2' DIA. x 8" "J" BOLTS — 5 a00o +30.0 32.0 CLOPAY FL15279.84 2nd Choice / 8x7 �o ai M 00 Swing Doors: a d tow, �I 1st Choice +67.0/67.0 THERMA TRU-CORP. ALL ONE 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16' X 3" FL20461.11 FIBERGLASS OOR TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS FL20461.1 +67.0/-67.0 THERMA TRU-0ORP. SOLID AND MIN. 12"O.C.THEREAFTER. THE DOOR FRAME SHALL FIBERGLASS DR BE ATTACHED. WITH 3/16" X 3" WOOD SCREWS MIN. FROM FL20461.1 IDllll►►M MOMS FIBERGLASS DOORI � 2nd Choice PLAST PRO ALL ONE TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. FL15215.2 LITE SERIES THEREAFTER. (TYPICAL ALL 4 SIDES) FLORIDA CONTRACTORS UCENSE NO. CRC1330146 61.2 Sidelights PLAT PRO RU FL1215.2 3000 GULFBREEZE PARKWAY Sliding Doors: GULFBREEZE, FLORIDA 32563 MI WINDOWS & DOORS SERIES 420 SGD FL15332.4 DIVISION LOCATION: 1st Choice AIUM- reinforced MI WINDOWS & DOORS SERIES 440 SGD FL15332.12 PORT ST. LUCI E n Alum, reinforced ® Job Information: Windows: +40/-50 MI WINDOWS $540 SERIES Twin SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON FL 17676.9 1st Choice Single Hu (fin) ANCHOR WITH MIN. IA" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL 3500 SERIES HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS +40/-50 MI WINDOWS Single Hung (flange) OF INSTALLATION ON TTO HROUGH 2E BUCK USE EMBED. INTO WOOD SCREW OFBUCK. FL 17891.2 3540 SERIES SUFFIENT LENGTH TO ACHIEVE 1VS" INCH MINIMUM EMBEDMENT +50.0/-50.0 MI WINDOWS Single Hung (fin) IN WOOD SUBSTRATE. FL17676.2 MI WINDOWS 3500 SERIES Single FL17894.4 Hung (finless) frame Mullions: N1d926 Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CUP INTO CONCRETE FL 18504.1 ` c i1 1st Choice MI WINDOWS Mullion 3 16" TAPCON ANCHOR WIT U IE NGTH TO AC VE A 1sA Oto M-1926 Horizontal MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM FL 15804.2 LIJ y U I' EDGE DISTANCE Fixed Glass: > C"I 3 E 2 1st Choice " +50.0/-50.0 MI WINDOWS MI 3540 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR FL18644 R-6 z M Cn a WITH MIN. 13k" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ 48 SCREWS OF SUFFICIENT LTH. TO PROVIDE _ 0 MM L ^ '�^J CO LQ MIN. EMBED. INTO WOOD BUCK. J W' V ♦ V J Soffit: V I Model Name / Number: Standard vinyl Staple 10" on center in dlreGUon 1st Choice +86.0/•71.6 KAYCAN LTD of hen th FL16503.4 R-3 2508 Plygern / Vartorm Plygem Double 5 Double 5 standard (vinyl) 10" FL12194.1 J O Double 5 standard I standard Anyl staples solid 144 vented -145 FL12i94.2 VIplan Issue Dete: Hurricane Panels: ALL A ER za^ Ga. Thursday, March 11, 2021 Dade County App. 24 GA. STORM PANELS 1st Choice SHUTTER & GLASS storm Panels FL16293 R3 KA PROJECT NUMBER: I have reviewed the above components of cladding and have approvecl their 21-3107 use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: A. # 56126 Sheet: Of: MAT Name:. Luis Pablo Torres Certification Number: Fl. # 87864 MATERIAL Name: Certification Number: REFERENCE INFO (PSL) MECHANICALLY FASTEN AS FOLD UP WEATHER BARRIER WEATHER RESISTIVE THESE DETAILS n tE GENERIC AND - NECESSARY IN CORNERS THROUGH .� RESISTIVE SHING TEMPORARILY SECURE SELF FLASHING BARRIER GENERAL FLASHING AND WATERPROOFING -ADHERED DOOR ROUGH OPENING TO BE USED. WEATHER -RESISITIVE - WINDOW UNIT BARRIER WOOD FRAME CONSTFL SLOPE TAPE EXTERIOR SHEATHING SELF -ADHERED FLASHING DOWN 3/4".1"B AD OF CONSTR. ADHESIVE TO BE APPLIED UNDER O.3 In : 12.0 In SELF -ADHERED FLASHING BY LAPPING OVER RIM JOISTAND UP THRESHOLD OF DOOR AND RETURN (0.6 an : 30.5 Cm) WALL BY IN. OUP R 6". USELIQUIDDNAIL BRAND OR EOU LWEATHER PROOF CAULKING -ADHERED FLASHING PRODUCTS DETAILS y+asrn®Fn wwoow; .SELF EXTERIOR WEATHER SELF -ADHERED FLASHING WATER RESISTIVE BARRIERS ARE REQUIRED RESISITIVECEMT. ;,,f FIN. BARRIER SEAL TOPS OF JOISTS PER FBC-R (CURRENT EDITION) 7033.3 UNDER DECKING (SEE DETAIL WP07) SUBFLOOR SELF -ADHERED FLASHING WIRE LATH Detail Instructions HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weather - RIM JOIST Refer to the number marked as in each detail r marks resistive barrier above headerto allow for flashing installation numbered items in the list of instructions below: 2. Self -adhered flashing plus head flashing under weather resistive barrier BUILDING PAPER 1. Install self -adhered flashing in order as shown 3. Fold weather resistive barter back over head flashingand 2. Instal flashingand weather resistive barrier to seal with tape 2 2 O 3. Self -adhered lashing can be substituted for but 4. Split the release using the ripcord (Split r paper embedded in the adhesive layer) - for ease of i Scale: NTS SELF -ADHERED FLASHING IWPO1 SELF -ADHERED FLASHING SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER \/f1%�®� scoring cuts FLANGED WINDOW EXTERIOR DOOR WITH DECK- SECTION A Y Y 5. Remove all release paper per standard installs FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER adhere to substrate using a square piece of flashing Minimum ) RUBBERIZED ASPHALT '. EXTERIOR SHEATHING OF CONSTR. RUBBERIZED ADHESIVE ASPHALT 6. Fold a5 shown by arrOWS EXTERIOR SHEATHING -� 3/4"-1"BEAD ADHESIVE TO BE APPLIED UNDER INSTALL SELF -ADHERED JAMB & HEAD ADHESIVE folding the .FLASHING SELF FLASHING 7. Angle of comer may vary, adjust of g y ry' j g THRESHOLD OF DOOR AND RETURN FLASHING, SEE 'FLANGED WINDOW -ADHERED tight to Comer REFER TO TECHNICAL UP JAMB 6", USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WPM) 8. Mechanically fasten as necessary LETTER ON CHEMICAL COMPATIBILITY SCORED RELEASE PAPER , •` SELF -ADHERED SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" �'0 • (BEFORE To EEXPOSE ADHESIVE AS SHOWN) FLASHING VERTICALLYFROM 'BOTTOM OF THRESHOLD ^ MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SELF ADHERED � /v/7r "v FLASHING 2 3 5 SELF -ADHERED FLASHING NAILING FLANGE 1 4 2 O ' 6 SEAL TOPS OF JOISTS 8 DO NOT FLASH OVER - 8 UNDER DECKING BOTTOM NAILING ' FLANGE (SEE DETAIL WP07) ------------- SELF -ADHERED FLASHING W PO4 SELF -ADHERED FLASHING =WP05 ADHERED 5ELFINS HALF ROUND WINDOW Y tr EXTERIOR DOOR WITH DECK DE CORNERHING y SELF -ADHERED FLASHING IiV !1 DECK PROTECTOR SHEATHING a. SELF -ADHERED FLASHING PATCH ' ' SELF ADHERED FLASHING .'_' . DECK PROTECTOR ' II M� 1 i 'DOUBLE ..""• ' SINGLE JOIST ' JOIST SELF -ADHERED FLASHING t i SELF -ADHERED FLASHING 3" MIN 2 4 5 SELF -ADHERED FLASHING r SELF -ADHERED FLASHING =PO APPLYA LIQUID FLASHING TO THE MASONRY OPENING (HEAD, JAMB, SILL) IN W PO ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE V V \H0.8362x;DECK JOIST �/ OUTSIDE CORNER INSTALLATION OF THE BUCK/RECEPTOR. EXTERIOR WINDOW UNIT CEMT. FIN. Cement Plaster BUILDING PAPER in accordance SLOPE SLOPE with ASTMC926 SLOPE 0.3 in: 12.0 in 0.3 iP¢ :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 (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING WIRE LATH SELF -ADHERED FLASHING EXTERIOR CODE CON` I CEMT. FIN. BUILDING. PAPER WIRE LATH SELF -ADHERED FLASHING WIRELA11H BUILDING PAPER Cement BUILDING PAPER Plaster over bloc EXTERIOR 1 st floor WINDOW UNIT CEMT. FIN. $3 2 2 $ ® Note: The building paper and metal lath must be Installed over the top Of SELF -ADHERED FLASHING �/�� P 1 O SELF -ADHERED FLASHING j SELF -ADHERED FLASHING CEMT. FINISH PARAPET WALL WP12 the weep screed. CEMT. FINISH WINDOW HEAD Y Y CEMT. FINISH WINDOW SILL l MEANT TO SHOW FLASHING REQUIREMENTS METHODS R703.1 General. Exterior walls shall provide the building with aweather-rv= - g siskant exterior wall envelope. The exterior wall envelope shall include flashing as described in Section R703.4. R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water within the wall assembly by providing awater-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. R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D228 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped Over th¢ lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 8 inches. Other approved materials shall be installed in accordance with the BEHIND STUCCO. water-reslstive barrier manufacturer's Installation Instructions. The No.15 asphalt (eh or other approved water-reslstive barrier material shall be continuous to the top of walls and terminated at penetratlorls and building appendages In a manner to meet the requirements of the exterior wall envelope as described In Section R703.1. R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall Include a water -resistive vapor-porm¢able barrier with a performance at least - equivalent to two layers of Grade D paper. The individual layers shell be installed independently such that each layer provides a separate continuous plane and any flashing (Installed In accordance with Section R703.4) Intended to drain to the water -resistive barrier is directed between the layers. that corresponds to the Exception: Where the water -resistive border that is applied over wood -based sheathing has a water resistance equal to or '. by numbers greater than that of 60•minute Grade D paper and is separated from the stucco by an intervening, substantially nonwaker -absorbing layer or designed drainage space. form water shedding laps