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HomeMy WebLinkAboutBuilding PlansTERMITE SPECIFICATIONS: STRUCTURAL NOTES: I STRUCTURAL DESIGN CRITERIA INDEX � ) DRAWINGS R318.1 CAST IN PLACE CONCRETE TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, CODE CRITERIA SHT NO; TP LE , BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5" - -----------'' I ��•� L 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 PLUS OR MINUS 10, AND HAVE 2 TO 596 AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL FLORIDA FIRE PREVENTION CODE 6TH EDITION (2017) CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. FLORIDA BUILDING CODE ACCESSIBILITY 6TH EDITION (2017) CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 1 1/2" TO FORM U.N.O. NFPA 70-14, NATIONAL ELECTRICAL CODES (NEC 2014) & 6TH FBCR Ch. 3443 TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 31844) AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT. OF AGRICULTURE AND CONSUMER SERVICES." THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LES OF FIBER PER CUBIC YARD. SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301.10) NOTES: 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEETASTM A615/ A615M GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRECAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY USING ADDITIONAL GROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MS05 ON LINTEL PLAN PAGE. 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 6th. EDITION (2017) IS TO BE IMPLEMENTED. F303.4.1 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE BUILDING CODE REQUIREMENTS FOR MASONRY. STRUCTURES -(ACI 530-131 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2015 EDITION WOOD FRAMED CONSTRUCTION MANUAL 2015. EDITION APA PLYWOOD DESIGN SPECIFICATION 2012 EDITION AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCEjSEI 7-10 ALUMINUM DESIGN MANUAL- 2015 EDITION 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: EXTERIOR COVERING MASONRY WALL CONST. (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (8)LOCAL STATE AND FEDERAL BODIES R703.71. INSTAL EXTERIOR PLASTER. NSTALLATION.OFTHESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C 926 AND ASTM C 1063 AND THE PROVISIONS OF THIS CODE HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C9D014, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 1900 PSI (fm =1500 PSI) 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270.12A. 3. COARSE GROUT SHALL CONFORM TO ASTM 0476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS DEFLECTION CRITERIA EXTERIOR WALL LATH ATTACHEMENT LATH AND LATH ATTACHMENTS SHALL OF COD MATERIALS. EXPANDED METAL OF3000PSI SLUMP 8" TO11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THEDRAWINGS THE CELL FILL I R WINGS WITH S FILLED WITH COARSE GROUT. 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 CIA OR 1OFT, WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. ROOF TRUSSES ROOF RAFTERS ROOF RAFTERS (W/O CLG) FLOOR TRUSSES/ BEAMS ** LL/360 LL/180 LL/360 LL/360 TL/240 TL/120 TL/240 TL/240 COMMMENTS: VI WOVEN WIRE LATH SHALL BE ATTACHED TO WOOD SHEATHING WITH 1 :L/2" LONG 11 GAGE NAILS HAVING A D SHEATHING WITH 7/76" HEAD OR 7/8" LONG 6 GAGE STAPLES SPACED NOT MORE THAN 61NCHES ON CENTER VERTICALLY AND HORIZONTALLY (REF. 201.7 FRC 11703.7.1). 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF FLOOR I- JOIST*** LL/480 TL/240 R703.7.2 PLASTER. PLASTERING W/ PORTLAND CEMENT PLASTER SHALL BE NOT. LESS THAN THREE COATS WHEN APPLIED OVER METAL LATH OR WIRE LATH AND SHALL BE NOT LESS THAN TWO COATS WHEN APPLIED OVER MASONRY, CONCRETE. R703.7.3 WATER -RESISTIVE BARRIERS. GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. B. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. 11, CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. *TL MAX 2" UP TO 4OFT SPAN **TL MAX 3/4" *** TL MAX 1/2" GENERAL ROOF LOADING WOOD CONSTRUCTION WATER -RESISTIVE BARRIERS SHALL BE INSTALLED WHERE CEMENT PLASTER (STUCCO) IS TO BE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS SHING E LE SHINGLE METAL ROOF (PSF) TILE ROOF (PSF) HEAVY ROOF (PSF) 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLEROOF TOP CHORD LL TOP CHORD DL 20 7 20 7 20 15 20 25 PLANE AND ANY FLASHING INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. THE BARRIERS SHALL CONSIST OF ONE OF THE FOLLOWING. 1. TWO LAYERS OF AN APPROVED WATER RESISTANT BARRIER MATERIAL IN ACCORDANCE WITH R703.2. 2. ONE LAYER OF AN APPROVED WATER -RESISTIVE BARRIER (PAPERBACKED STUCCO LATH) OVER AN APPROVED END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL SHALL BE USED. AT MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS BOTTOM CHORD LL* 0 0 0 0 SYNTHETIC HOUSE WRAP. 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OFTHE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION BOTTOM CHORDDL 10 10 10 10 R703.4 FLASHING. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. FLASHING SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. • EXTERIOR WINDOW/DOOR OPENINGS. • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTIONS WITH FRAME WALLS. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. 1T IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. TOTAL (PSF) 37 37 1 45 55 BOTTOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE ATTICS W/ HEAVY STORAGE * ATTICS W/ NO STORAGE NONCONCURRENT ( ) 20 50 10 • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. - • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. S. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP 1.7E Fb=2400 PSI MIN. 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN APPROVAL FROM FOR OR INDICATED ON PLAN GENERAL FLOOR LOADING • AT WALL AND ROOF INTERSECTIONS - AT BUILT-IN GUTTERS. ROOF DECK: PLYWOOD GC/C-D, EXTERIOR OR OSB FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. WALL SHEATHING: 7/16" STRUCTURAL I OSB EXPOSURE 1 OR 15/32" RATED OSB EXPOSURE 1 A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEENPANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. TOP CHORD LL TOP CHORD DL 40 (PSF) 10 (PSF) COMMMENTS: WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 150 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 15 , AND FOR 2 STORY HOME IS 30Fr ASCE 7-10 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 (-) 28.8 0 34.4 ci) 50 (+) 24.8 (+) 24.8 27.1 1-) 31.1100 23.4 (+) 23.4 (-) 25.7 028.8 A DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x 7'-0" 16'-0" x T-0" (-) 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. 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 3.1 FOUNDATION DETAILS 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS 0 S-3 DETAILS S-4 DETAILS S-5 PRODUCT INFO SHEET n WP WATERPROOFING DETAILS M-1 HVAC I E ••�GI'd�F q\\\�Oj fl7 164 N C (� 6 r m O' ST OF R C S l; � A v v 1i g v $ co c g@@p m a to 04 E go 3T p R Pit d ri rL PRE ENGINEERED WOOD TRUSSES BOTTOM CHORD LL 0 (PSF) SEE FLOOR PLAN FOR ACTUAL PRESSURES q" BOTTOM CHORD DL 5 (PSF) a $8 a ad�l w vi 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER $ g a a 9,, a a ¢ STRUCTURAL PLAN M F 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS SPECIAL FLOOR LOADING g a' Ix o a -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. I w $ g a W 8 z m a 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO GAME ROOM 80 (pSFj COMMMENTS: g ads a IL Z a e m a 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 REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS, BALCONIES OVER 100 SQ:FT 100 (PSF) n * 2 o a O Ei 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY o u= 111 0 THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. LIGHT STORAGE 125 (PSF) c ' • 'a vnvw rasErvGcom 1111 Cl6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. LIBRARIES ROOMS 60 (PSF)L' rn 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. Ur M f SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, STACK ROOMS 150 (PSF) B z n AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED GUARD RAIL ® HAND RAILS (d) 200 (PSF) N AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. GUARD RAILS IN FILL COMP. (f) 50 (PSF) Z w 8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) � Q c SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 (PSF)EL 3 a STAIRS 40 (PSF) UPLIFT CONNECTORS FOOTNOTES c Z 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG ✓i L9 ¢ TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD THE TOR 8 CU - f, BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITH6TAND A '" '"-' w r` NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR R r6 MORE INFO. HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. .� E t t0 U N W 2 BUILDER NOTICE: E O FIELD REPAIR NOTES GENERAL NOTES: o 1 = mm 1. MISSED "1" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. tt Is the Intent of Designer/Engineer listed In the titleblock of these 0 uU 2 N E 0 „ 8 ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. documents that these documents be accurate, providingLicensed '- PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN. Professionals clear information. Every attempt has been made to ' x N 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG 95 BAR INTO. 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error. The Builder and all subcontractors are required e U THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE) MIXED PER THE MFGR'S 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE c ? m C 0 review all the information contained in h - o w to ed these documents, prior to - � a � d m I ' t INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING THE D USING COMPRESSED AIR 6TH EDITION (2017) RESIDENTIAL the commencement of any work. The Designer/Engineer are not h PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY uo DURING BOND BEAM POUR. CONTROL OF CONSTRUCTION SITE: responsible for any plan errors, he Designer misinterpretations c 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. undetected and not reported to the Designer /. Engineer the to DAMS HOMES construction. All construction MUST be in accordance to the TO FOOTING). 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 a CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE information found in these plans soul Any questions regarding the 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE 860 LBS (US WITH (1) M1f5 FOR MTSMi6 TWIST STRAP 20 (4) A"x 2N" TITERS TO RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE information found in these plans should be directed to our Quality FLORIDA CONTRACTORS LICENSE N0. CRC1330146 MASONRY AND (7}10d NAILS TO TRUSS FOR UPLIFTS.LESS THAN 860 LBS (USE (2) MTSMi6 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS Assurance Manager at 321.972.0491 immediately. No backcharges t MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM30 W/ (4) 1/4" x 1 112" SDS SCREWS AND (5) 1/4" x 2 1/4" TITENS ONE EACH SIDE OF TRUSS. TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER will be considered for reimbursement by the Designer/Engineer d 3000 GULFBREEZE PARKWAY PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED TO, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER without advanced notification approval by the GULFBREEZE FLORIDA 32563 NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY. AGAINST ANY SUCH PERIL AT ANY 71MEFOR ANY REASON. on and m MISSED, CONTACT THE FOR FOR SUBSTITUTION. Deslgner/Engineer. Payments will be made In accordance to the n terms of the agreement. DIVISION LOCATION: 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) z FORT PIERCE 16d x 2-1/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT 9 V Job Information: FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. 2 B m MASTER REVISIONS LU DATE DESCRIPTION w 0 06-28-12 STRUCTURAL REVIEW BY FDS (PLAN UPDATED) y MEQ %� ..DAMS AO LIJ N D] Of Northwest Floridan E a $ > LO co L?o C kv �- Q_!W� ►EWED FO N � O] Cn Cn �' 2 0 ®� PARKWAY COPE COMPLIMAC Model Name Number: 000 C�ULFBf�C [� PAR A GULF�REEZ , FLORMA 2560 Sr. �UCIE^^C�O+ON N 21:L7 BOvvV1 Plan ISsue Date: RECEIVED Friday, January 24, 2020 AP# 2,7 2020 v KA PROJECT NUMBER: w Perm,ttin e ent Y� 20-0:305 MCIDEL 213'.7St, Lucie Sheet: Of: m COVER SHEET 0 GENERAL FOUNDATION NOTES 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2 4" 2500 PSI CONIC. SLAB W/ 6X610/10 W W F, OR MINIMUM .75 LBS OF FIBER PER CUBIC YARD FIBERMESH/FIBERMU( ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND NER-284 FOR FISERMESH OR NER-414 FOR FISERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER & TREATED FOR TERMITES. 3 • INDICATES FILLED CELL W/3000 PSI CONC. FROM FIR. TO BEAM W/ (1) #5 REBAR GRADE 40 U.N.O. TYPICAL ABV. SLAB. HOOKED FTG DOWELS 17" EMBEDMENT W/ 25" EXT, ABOVE SLAB. 4 CONSULT W/ MANUR SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE U.N.O. ON PLAN. 6 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 FOOTING SHALL BE MIN 12" BELOW GRADE 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 CONTACTTHE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 96% OF MAX. DRY DENSITY AS DETERMINED BY ASTM -15S7 ( 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 EVE OEPrH REINFORCING _ BRAMTY CAP. TY isl f1.0 V-O" X CONT. 1'-0` 2 #5 E.W. BOT. 2000 F2.0 2'-0' X 2'-0' 1'-0" 3 #6 E.W. GOT, 7200 F2.5 2'6' X 2'6" 1'-0" 3 fly E.W. BOT. 11000 F3.0 3'-0' X 3'-0" 1'-0' 4 #5 E.W. SOT. 1.5600 ;,g 3.6-X3'-6' 1'-0' 4#5 E.W. SOT. 21500 F4:0 4'-0' X 4.0' 1'-0' S #6 E.W. BOT. 28000 F4:5 4'6'X4'6' 3'4" 5#5 E.W. BOT. '34500 F5.0 5'-0• X5'-0° 1'4` 6 #5 E.W. SOT. 42500 F6.0 6'-0" X 6'-0` 1 VA, 7 #5 E.W. SOT. 61500 LEGEND 0 - INDICATES SINGLE -STORY FOOTING ® - INDICATES TWO-STORY FOOTING -INDICATES CONCRETE FOOTING 3" VTR 11/2" VTR PLUMBING RISER RHG U�Q-m FOUNDATION PLAN SCALE: 1/4" =1'-0" ALL ELEVATIONS Pv-0 TN, I-NS,7 e� 'go o N r,0'8;£s64 .* 9'. STATE G �` •.,..."... PVC-',,' ',''�'f88f m 191t9 1Xaa` 0' g ti cods� T- ��ao °$ID p�6mS a � g LL uj $ P' a a z zco O �$ ZN d a s 9 o p T aLL F $B ',Z 07 ?B Y 9 g '9i ' WWW.FDBFNG.COM 000 h (D Z N O Z ro Z w Q o ul a � Yop, W N OW In C' m N INS Q m. o m MI[ FLORIDA CONTRACTORS UCENSE NO. CRC1S30146 3000 GULFBREEZE PARKWAY GULFBREEZEFFLORIDA 32563 FORT PIERCE IVI Job Information: N N Y W 0 C ZN WG) m d C H 'm rl CD GO Ii 2 Z m (D a ® ® _Mry'�I I I G$ o V J W / // yA Lo LL Model Name / Number: 211'7 Plan Issue Date: Friday, January 24, 2020 KA PROJECT NUMBER: 20-0309 Sheet: 3 Of; FOUNDATION PLAN A (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION REFERENCE FMASW FOR STEM WALL OPTION 8" REINF. OPTIONAL CURB FOR f`-� VARIES GRADE SEE PLAN MASONRY @ ELEV. 0'-0" "r F•F - - — • W/ (1) - #5 BAR CONT. • �� N _ v " r 2 STORY: 20" X 20 .�., ` °•�, REINF. 4 ) W/(3)-#5CONT. 16° (2) #5 SEE PLAN 4 REBAR 16" (2) # 5 REBAR BEARING FM01 SINGLE STORY FTG 1/2"=1'-o FM02 SECTION @ GARAGE 1/2"=1'-0' REINF. SEE PLAN _Ff.. 6G ° 8' (1) #5 REBAR FM03 I THICKENED EDGE I 1/2"=r-0'I A (*) SLOPE MAY VARY 24" MAXIMUM DEPTH.IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE OF GARAGE DOOR. EXTEND 6" BEYOND F.O.M. EACH END, TYP. GAR. FIN. F'LR. ALIGN DRIVE W/ BOTTOMOF _ RECESS & PITCH DRIVE cOv 2 STORY: 20" X 20" 4" CONC. DRIVE W/ 1/2" EXP W 3 - #5 CONT. JOINTS 10" O.C. TYP. 16" (2) #5 REBAR FM09 I SECTION @ GAR, DOOR 1 1/2"=V-O" 2x BRG. WALL 2 STORY: 20' X 20" (SEE FLOOR PLAN / W 3) - #5 CONT. FOR MORE INFORMATION) `lptfu11ill,, P,BLO TOR�,�O E N •^' R�,. ��� 04 No 87816 :9 STAT F° :o Li ` C m C,j w g`mgw h w Nano EE PLAN ,. 'r.�-•.'A w v` d`F.�' 0 `l S m o ILL Ti ri $ ID�a_j w d 79 10 4 6ah1 a w Y 4" 16 4 2-#5REBAR �,� LL EIS 1133 ' 9 x s W8f a III Eti m FM11 STEP DOWN BRIG. 1/2' =1'-0" 461 z a=� �89 LL0 0 �o5 OPTIONAL CURB SLOPED GROUT SEE PLAN $ VMM1V.FDSENG.COM OR MASONRY AT TO IN 4"x 4"x 16" ¢ F ,.. "� SEE PLAN 2U ELEV. BAR WITH CUR8" (G.C. V y TYP, SEC. .6 Z (i) #5 BAR CONT. (G.C. VERIFY) ao Z W .. •, A u F.F. REINF. rp E 4 (SEE PLAN) 2 #5 CONT. 3 a INSTALL LINING • '•�a W o 2 #5 BENT BARS W/ MATERIALS PER w w MIN. 25" LAP SPLICE FBC-R P2709.2 co y MUDDED FLR. •18" 8 v w ,�', .'�'• SLOPED TO DRAIN MIN. #5 CONT. ' •u N W6 FM14 SECTION @ RECESS SHOWER 1/2' = v-o" FM1$ TYP. STEP FTG. DETAIL 1/2^ = r-o' $ V) c m ALTERNATE: 'G° U N E THE REINF. BARS SHALL BE GRADE REINF.y "' o g CONTINUOUS AROUND CORNER #5 SEE FIND. . FOR REINE SEE PLAN $ _ BY COLD BENDING THE BAR WITH MIN. BAR LAP OF 25" QUANTITY Ln a x #5 X 25" X 25" CORNER BAR ONE LOv E FOR EA. HORIZ: N A DAMS HOMES REBAR, TYP. U.N.O. 'o (2) #5 REBAR c 16" FLORIDA CONTRACTORS LICENSE NO. CRC1330146 A/C CHASE 3000 GULFBREEZE PARKWAY 4" PVC SLEEVE 2 STORY: 20" x 10^ ^ GULFBREEZE, FLORIDA 32563 - - THRU FOOTING W/(3)-#5 CONT. DIVISION LOCATION: FM19 TYP. CORNER BAR DETAIL 1-1/2"=r-0" FM23 TYP. FND PENETRATION 1/2'=1'-0' FORT PIERCE STEMWALL SCHEDULE STEMWALL HEIGHT (h) FOOTING DIMENSION NUMBER/SIZE OF BARS LAT. MAXIMUM F.C. SPACING (D.C.) IN STEM WALL d 1 STORY d 2 STORY b 1 STORY b 2 STORY 0'-0"-2'-0" 8" 10" 16" 20' W/ (2) #5 BARS <674# 6'-S" >2'-0'-3'-4" 10" 10" 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" 16" 16' 48" 48" W/ (5) #5 BARS CONT. & #5 @ 18" O.C. TRANSV, 1162# 2'-8" SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL A SEE CHART ABV. -MAX. F.C. SPACING(O.C.) AA W.W.M. TO BE TIED TO #5 CONT.REBAR 3• i (1) #5 HORIZ, CONT. TIED TO EA. VERTICAL REINF, BAR #4 TURN BAR 0 STEM WALLS GREATER THAN 4'O" (1) #5 HORIZ. CONT. TIED TO " EA. VERTICAL REINF. B " RN GRADE- 8- MIN. _ TO TOP OF. STRIP FTG. COMPACTED. CLEAN FILL •��.e�+`•'•� IN MAX 12" LIFTS STRIP FrG. W/ QTY OF "MIN, COVER REINF. PER SCHEDULE d I3 SHOWN). FMASW I STEM WALL SCHEDULE / Job Information: N � a � y w m m � O m � � 7 04W ` V j 4) DD o. E o LO � C G) NOTES: o o 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL d Ne m cO 0_ INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM O J LJJ GOD o SPACING STATED IN SCHEDULE o J ♦n cn in LO L� v I 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND v) VERT. F.C. ABV. FDN. PER PLAN SPACING WALL WHEN STEM WALL EXCEEDS 4'-0" FIBERMESH CAN NOT BE USED AND`V #4 TURN BARS ARE REQUIRED @ EACH FILLED CELL LOCATION, EACH BAR TO Model Name / Number: SEE NOTE TIE INTO VERTICAL BAR AND EXTEND OUT.A MIN. 4'-0" INTO SLAB/ STEM d #e 3.IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO y 2117 CONSTRUCTION FOR MORE INFORMATION ' Plan Issue Date: 4.G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK *1B^ FILLING IS TAKING PLACE u, .c 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK @ 16" Friday, January 24, 2020 16" h * O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN 4'-0" VI KA PROJECT NUMBER: ' o.c TALL (TYPICAL ALL CORNERS)O 6.IF STEMWALL IS WITH IN 5'." OF POOL OR WATER FEATURE FOUNDATIONS TO BE A MINIMUM 12" BELOW BOTTOM OF POOL OR WATER FEATURE. 20-0309 *SEE NO T E 5 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. Sheet: A Of: 8. R.403.1.4 MINIMUN DEPTHI ALL EXTERIOR FOOTINGS (BOTTOM) SHALL BE PLACED AT LEAST 12" BELOW THE UNDISTURBED GROUND SURFACE. 0 a 3 L 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0' TALL . r FOUNDATION PLAN NTS LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE. FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 2115 x 3 5574 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRLPOOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 1100 WATTS EACH 300 GEN LIGHT'G & RECEPT. + APP. CIR. = 34,995 SUBTRACT 100 % OF FIRST 10,000-10,000 A= 24,995 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 0100% = 10,000 + 40% OF "A" = (.40 x 24,995) = 9998 + 100% OF "B" = (20,000) = 20,000 TOTAL WATTAGE = 39,998 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 167 ASSUMED EDGE OF WALL 4 rn 2x6 WALL (FLOOR TO CEILING) 2'-W USE 2 RED HEADS TO ANCHOR WALL FM24.1 ALTERNATIVE PROTECTION BARRIER N.T.S. BIBB WP INSTALL FAN BOX PREWIRE�C� 0 �f INSTALL FANS BOX PREWIRE i „ II „ ©\INSTALL FAN BOX PREWIRE ---- 0------------ I , I INSTALL FAN (^L BOX PREWIRE-" WP GFI d" i P'q GFI FAN GFI I' I PREWIRE FOR D/W r — I LJ 2S@ cFl I I I Q , N i ---------------------- -- — ----"-------------- — --- " GF 1 r RIM II II \ ' II 11 -------------- f I I II ` II \ II T HOOD 1� II GFl h,y//�err - -I n I l l I GFI I `♦ LL= J 220'' 00 GFI C) 42" AFF INSTALL FAN U BOX PREWIRE .0 2H 220 m(W.H. W ' ATTIC ELECTRIC � w \ \ IF REQ'D BY CODE w }Wp 1 ATTIC ACCESS 7-GFI _(1.. I \``�-� ' LOCATE IN FIELD ' '-_22,X36"MIN __ GFI GFI 42" AFF FOR GARAGE COACH IGHT DOOR OPENER ------------------------------------------------ NOTE: \ LOCATION OF METER AND PANEL BOX , TO BE BY BUILDER. IF NO GARAGE SERVICE DOOR IS PROVIDED A DISCONNECT SHALL \ ; BE ADDED AT METER LOCATION. HOSE, \ BIBB Z. COACH LIGHT - - - _ - _...— - COACH LIGHT ELECTRICAL PLAN SCALE: 1/4" = V-O" ALL ELEVATIONS ELECTRICALNOTES. 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 6th EDITION FBCR, ELECTRICAL CHAPTER 34 THRU 43, 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 INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT IN ALL DWELLING UNIT PER 6th EDITION FBCR E3902.16 ALL 15 AND 20 AMP BRANCH CIRCUITS ARE REQUIRED TO BE ARC FAULT PROTECTED. 7. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED INALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70-14. SUCH DEVISES 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. 8. COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE PERMITTED IF EACH MEETS THE APPLICABLE UL STANDARD. 9. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 1-0. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 11. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING,. VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 12. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2017 THAT HAS A MINIMUM SOUND PRESSURE RATING OF 85 dBA AT 10 FEET, AND EITHER HARDWIRED OR OF THE PLUG-IN TYPE. THE EXIT ALARM SHALL PRODUCE A CONTINUOUS AUDIBLE WARNING WHEN THE DOOR OR WINDOW ARE OPENED. 1.3. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' IF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLESTS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OFTHE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THE 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. PER 6th EDITION FBGR E3902.6 14. IN ALL AREAS SPECIFIED IN N.E.C. 21.0.52 AND IN 6th EDITION FBCR E3901, ALL 125 VOLT, 15 AND 20 AMPERE RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. PER Sth EDITION FBCR E4002.14 AND NEC 406.12(A) 15. RECEPTACLE OUTLET IN GARAGE FOR GARAGE DOOR OPENER TO BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI). 16. ALL PERMANENT INTERIOR AND EXTERIOR LIGHT FIXTURES TO BE 100% CFL BULBS ELECTRICAL LEGEND ® SMOKE DETECTOR $ SINGLE POLE SWITCH CARBON MONOXIDE/ $2 DOUBLE POLE SWITCH SMOKE DETECTOR COMBO UNIT $3 THREE-WAY SWITCH FLOOD LIGHT $4 FOUR-WAY SWITCH $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE _Jj u n Ll f TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE 110 VOLT DUPLEX OUTLET o CEILING FAN Ilb 110 VOLT SPLIT SWITCHED OUTLET It GROUND FAULT INTERRUPT ' DOOR BELL CHIMES (i WP WATER PROOF W/ GROUND FAULT 0 220 VOLT OUTLET p— DOORBELL ® SPECIAL SERVICES OUTLET D0 P DISPOSAL ElT.V. CABLE OUTLET L-= DISCONNECT SWITCH -44 TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING J JUNCTION BOX WATER PROOF RECESSED LIGHTING O THERMOSTAT ® BATH FAN O` LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT I C INTERCOM SYSTEM ® L.E.D. DISC LIGHT ® GARAGE DOORPUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFYFlNALAMPSNEEDED SAMEAS UNDERGROUND WITH ELECTRICAL CONTRACTOR 200 AMP SERVICE 200 = 2/0 COPPER OR 4N ALUMN. IN 2' CONDUIT METER MAIN MCONNECT 200 AMP A/C DISCONNECT UNDERGROUND SERVICE BY POWER COMPANY #.14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL #12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # S COPPER TO RANGE INTERSYSTEM #6T0 HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER S) APPROVED GROUNDING ROD W/ MIN. 8' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIALAND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER Ob. ID m N N .Z N m c coo a a 2�cl f L N 00 y $wwyy Q ReLL.� a ui �i #i Mba- L I R w S a m ��y Zzo mro zr � m�=o� Imo m yg m P'$ Z EN d a ®� e a ° ` o T 0 $'r V H J WNN.R)SENa.coN ❑ ❑ ❑ M N Z N m w Z F95 Z Qpp�, m U o E w o t � c m oro N u N H w OINS c ,- aa36 o { v _^ Q mom i'�I m DAMS �HOM� & v; .W FLORIDA CONTRACTORS LICENSE NO. CRC1330146 v 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: FORT PIERCE VI Job Information: N c N N ai w 0 m � w � 0 sR = az 8 a 00 N m ,- LV D_ d m C N o 'I c0 00 U0 j tmi7 z ��m(a L2o O JM LJ/J� /� 00 O O Lo w N jVI Model Name / Number: 2117 oVI Plan Issue Date: m Friday, January 24, 2020 ♦ I KA PROJECT NUMBER: s 20-0309 T Sheet: Of: ti 0 r m ELECTRICAL PLAN 12 48" OFF RIDGE VENT 6 ALL TOP OF BLOCK _________ WINDOW HEAD HEIGHT b H W ;a LITE TEXTURED DECORATIVE Q CEMENTITIOUS COATING E! 25 SH FlN. FLR. OF BLOC_T_ WINDOW HEAC _ FIN. FLR. E _ (2) 25 SH LITE TEXTURED DECORATIVE (2) 25 SH CEMENTITIOUS COATING 48" OFF RIDGE VENT 48" OFF RIDGE VENT 33/2 SH LEFT ELEVATION "Al' SCALE: 1/4" =1'd" BEARING @ ENTRY BEARING @ GARAGI ■ (2) 25 SH 2868 PATIO DOOR 49" OFF RIDGE VENT 12 \ALL �5 25 SH REAR ELEVATION "ALL" SCALE: 1/4" = V-O' C iN 8" FRIEZE TOP OF BLOCK W'DOW HEAD HGT L FIN. FLR. 6" TRIM TYP. 25 SH BEARING 0 ENTRY BEARING @ GARAGE 0 0 ti ro FIN. FLR. TOP OF BLOCK O ED m io FIN. FLR. 3068 DOOR W/21068 SIDELITES W/ 5016 TRANSOM ABOVE I 12 48^OFFRIDGEVOVT _L 6 13 33/2 SH LITE TEXTURED DECORATIVE 25 SH CEMENTITIOUS COATING TOP OF ENTRY @ 10'=0" _ TOP OF TRANSOM @ 8'-8" I (2) 25 SN LITE TEXTURED DECORATIVE CEMENTITIOUS COATING I VENTILATION CALCULATION J of 1 ormula = SF / 300 / 2 * 144 = net sq Ihches of venting needed equally for Intake and offit product provides 4.12 net sq in/sf. idge vent provides 18.00 net sq in If Iff ridge vent provides 138.00 net sq in / sf verhang distance 1.33 ft .F. of Area to be vented (SF) 2793 s.f. otal needed for exhaust for u er 1/3 670 net sq inches otal needed for intake soffit area, lower)-": 670 net sq inches umber Off Rid `V t f 3 e en s orup er. J.needed 5 L.F. ofRid a Vent needed (can be used in combo with ORV). 37 UneafFeet of 5affitneeded to meet required 122 Lineal Feet of Soffitorovided bv: clan 1 A) RIGHT ELEVATION "All - SCALE: 1/4" = 1'-0" 12 Lt,�LL 6 :\ 2" x 22" DECO VENT FRIEZE TOP OF BEAM @ ENTRY TOP OF BLOCK 16x7 OVERHEAD FRONT ELEVATION "All - SCALE: 1/4" =1'-O" b T 0 �n M. FLR. exhaust _TOP OF SL CK HEAD EIGHT a 2 ```,0t1111111 Plf NSF �sQs v° PSo 8781 ' Ot ST/\TC P ,p ORS.. . .. a r3.8 'mom m v 0 w0 LnN� 4. � w Ugjao, Lsm (il �9�Z m Rb 2 4=�8LL 3 L4 lyj V) £ O � V aair z Zo 3n:° g� � w2c i5 D2 m Ill��.i. mo mG Z�am' ° d a dgg5 2 N U � ��'�� ❑ ❑ ❑ 0 0 r^,vrv`rv\+.FDsovc.ccn+ IW Z N O Z M O z o 111�,LLLL/// o_ LL Z a I nn ��v `CD < Wo w E t� 0 E Ln — N � m c iV) U L° N E w Op wC ow ® � o0 6 a�o� am ® DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: FORT PIERCE VI Job Information: `T w Y Y / W 0 C C Z V N 00 'M W N 0] d M % ,I (D 00 t : to N _ (o a Q J LU M o Joo0(n �' u VT Model Name / Number: 2117 Plan Issue Date: Friday, January 24, 2020 KA PROJECT NUMBER: r 20-0309 n m Sheet: 5 Of: 0 N L o I ELEVATION - A SEE DE G.C. TO PRI BLOCKING W/ APA REI FOR SPAN I 7/16" OSB SEE "HIP/F BLOCKING" ** ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING 20'-0" MAX 20'-0" MAX THICKNESS IS 15/32".) IF 1 '. T603 USED, THEN THE ALTERNAT E 5/32"IS BLOCKING CTIONS TOP & BOTTOM CHORD GABLE END BRACING ca 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES 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. TBOS REQUIRED MINIMUM PERMANENT TRUSS GRACING PLAN NTS 4 FT. 2 ----------------------------------------------------------• I 4 FT. `,0' 2 , O 2 L---------------------.------- ------------------ —�'.. 5 FT,. 4 FT. O 5 F. 4 FT. O :L O I O 2 's, I 4 FT. 4 FT r 0 - 4 FT. . O O ROOF NAILING ZONE DIAGRAM O NAJLATBASE2ROWS@4"O.C.W/8dCOMMON NAIL ROOF NAILING SCHEDULE: O NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL © NAIL OPENING PERIMETER@3"O.C.W/8dCOMMON NAIL NAILING ZONES (SHINGLE AND TILE) O NAIL INT. AT 3" O.C. W/ 8d COMMON NAIL ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD O & 4" O.C. ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD STAGGER ALL VERT. JOINTS NAIL @ W/8d COMMON NAIL (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER HANK NAILS) SMOTE W/ 8d COMMON NAILS @ 4" O.C. GO (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL 7/16" OSS MIN. (SHINGLES) SPAN RATED 24/16 MEMBER IF GABLE END OR ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD (TILE) NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN A31" X 2 1/2" SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO MORE THAN 1/8". STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM 1/8" SPACE IS ALTERNATE PANEL WALL SYSTEM (PREFAB) ATTACH WALL SHEATHING W/ RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW 16GAX 13/41 STAPLES & 2" O.C. ON EDGE & 4" O.C. IN HELD. FOR EXPANSION. FASTENERS $HALL NOT PENETRATE SURFACE MOREIHAN 1/8" 15/32"OSB (2)-2XTOPPLATE 15/32"OSB EXPOSURE/ EXPOSURE/ BEYOND SHEATHING SHEATHING — If II 11 II II u u II 11 PROVIDE I II BLOCKING AS II II REQUIRED PER - — SECTION X-X IF II NOT FULL II II HEIGHT SHEET II 11 II II II II II II GQ LOOR SYSTE W LL SHEATHING 2X RIBBON VERTICAL OR BLOCKING BETWEEN FLOOR SYSTEM 1/2" ---------------- I I II II II I SOLID 2X BLOCKING @ ALL W pl I(I II II It I SHEATHING n� III III III II II II I III If II EDGES (SEE o SECTION X-X) 03 III 11 III OPENING III II I IF—ir — 11 — — 11 II III III III — 11 11 11 J. II II II II I I I JI II II �o 2x STUDS L BEYOND. n--,� if II I III III I II I I I II I I I I 11 I I I I I I III I I II - ll II II II II I I I I II II I SEE PLAN o �'? I —I L — 1l —I I JIB -AIL I HORIZONTAL WALL ELEVATION DIAGRAM 4S" = NAIL SPACING w� 2X4 P.T. BASE PLATE BEYOND SEE PLAN AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 711W FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. 4LTERNATING STAGGERED BLOCKING SECTION X-X 'CONTRACTOR TO INSTALL EITHER HORIZONTAL OR VERTICAL BLOCKING AS SHOWN. BOTH ARE ADEQUATE T1313 I WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. v .. CONNECTOR SCHEDULE FOR: ADAMS HOMES - 2117 ELEV A w/10' x 20' PORCH �$BAAkINCxis411NT TRUSS ACTUAL CONNECTOR CONNECTOR UPLIFT F1 NOTES f, - .I ." ." . UPLIFT DESIGN RATING z13vA0,?:Gt'isAc59'A4Ai1Ca1. CIS -, ; / (,J8 ',, ,' -740kOT less HETA16/PER TRUSS MFG 1810# {xj)lOtlx117`2" ,1J P'E1d',5{+.1 H2,Sg)RERTRUSSMFG IF t v AD1y8P'1`di 'i!� 1 ::"; Lj'R y BG1l{,'ftYiVss ..;HETAi6140TA16 iy 1SSRiY8141i ,; 5)10dx1-1/2 AD4,Ao$,AD-410,.iCl2Ai'(;60 4/R 655#ariBss 'HETAi6jHl0A" 18i0#I1((4b#.t'. :i�P,+y •,, L#R 1640�Dk 16sS • { (2)HETA1fi/(2)HT52D " 192i)#%26i0# A165'�I,Idk)RTCQLUMN` R 1`4O (ttOC IBs3, ,� ;OTTY2 ,26ft , SIDS SCREWS .a PO4 �L/=R 73fi rfnr le55 yp' H1T)A/S1IIR. 1040#(144U#. s.118110tl x1-1i/,' 417 fig) 10 ibnrls ��I {➢G12'/(2)MTS$2" (28)10d x 1 2810dx 1-i 2' nlj.x ,,< -18244 IeS3 ,), '42),h(ETA16/MECH, '.. ' ,-=�19 :` 'i`= (12)16d., O lOdz11 2 COY COS = 1 M R 56 ikon ei§ H ET H1DA ET`Al6/H A15/ i 1 1 $A#/(810N/1tS�}O#, ., (9)10dx1112 . JIB) 106 x 1 1/z, �? x ' 'Ljjvl JR, ,: ".•3887 #GTT@SS ;.` s, MraT/MGT(MTS12 ' 396$#/.a9GS#f 990ii '' (22)30d �' : (22)10d. .,"W/SIMPSON"SET"EPDXY@ 9/$.."ATR w/12"EMBEDMENT ' (iv#) lOd X 1.1 MGT ��II�I�IIIII�I�I �l�I�xl1r 4 JI�alR�fi�li'� 1\IRL�B FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 MI SIMPSON- CONNECTOR SCHEDULE USP- CONNECTOR SCHEDULE BMiK TYPE CONNECTOR FASTENERS BFt 9YP CCNNECTOR&FARTENENS CPF 9YP OFRAMEM HFTAtSW(S)INxi WOR XTA18W(t0ltOtlxti?IXi MASONRY BETA2DW(0)i0dx1VF /810 MA20 W(10)i0tlx/1? 1585 1870 OFRAMETO FRAME W.3AW(1o)atl NAILS w HTIAW(10)Stl MMLB Bra Sm © FRAME TO H10A w/11811W x1r? tote 1040 HTIaAwlO>I1W x11? eBS to20 FRAME 1042 WIIB)IWst 1/2'AT2PLY TSUBflEB Bap 1080 183 W(fa)iWx11/rAT2 PLY TRlMSEB 0.N5 ,080 OFRAMTO O MTS121AI4)1Wxr1?(ATE%TERK)R MASS MTWr2W(14)1Wx11?(ATEXTERIOR FRAME LOCATOf4lWLUDIEp) INTOwALS) WO LOCATION INCWOE(3) 12r TOBMILS tool Ilea E FRAMETO MCAT WI22)tatlNML9 AND 618" AT.R. W,r 3330 MUGTta W(2a)IW NAESMDM&AT.R.W MASONRY EMBEUMEMWSIMPSON•SEI EPDXY 9865 1r EMSEDNFTfTWSIMPSON'BEl`EPDXY �� �� OFRAME TO HT921, W(N)iW xi 1?(AT IXTEPoOR 124a FITLN10 WpajIWn11/r (ATIDITH4IDR FRAME LOCATION WCLIAFp 12d TOENg119 taro LOCATION INCwDE p)1m TDEwnr.s 12a5 iBaO .G.l FRAME TO (2)HTS2DW(44)l0dx112(AT EXTERIOR p)14W wI(OP),rW x 11rz(AT EXTERIOR ICJ FRAME LOCATIONM UME(a)l2d TOENAILS 2/W LOCATION MCLUM(AIIN TOEWULB(EA) �aa SON TO HOT-2 W(Hal(MNAILS AND (2).SAP AT.R. H)GT2 M(14)lN NAILS AND (Z) W A.T.R. ©FRAME ��, Wl2"EMBEOMEMw/SIMPSON"SET' lowo, MN) m EF'mC2 (MISTS FOP 3ALY) EP=Y (HJGTSFOR 31LY) OFRAME H TO FGTR IS(18)i/V x9• SDS WOOD SCREWS 3400 RFUSK(12)W83WOODB WBAND MASONR AM p)tl2'xe'T EN DANCHORSOLTS 4P15 (4)&Vx8•WEDGEAOLT 71W (i) LGT2 W (1� ,Stl MN(EAS FRAMETO 9p0 TOSS MMCNRY SEENO "BELOW) ©FRAMETO 2 (2) LGR WI(32) 1W MNKERS&(14) IWx2IM11TE 330" 408048 (2) LUGT2 WIWIIN SNKMS&(1o) 3100M 310D6 MASWRYJ FRAME (2FLYTFUSS) ORCM18tl MNKERSFORFRMIE(EA) IAW.3-W G6BOLT(2PLYTRVBB) OR(M IN SINKETS FOR FRAMEMN 38oNF 4MG", 0 FRAMPTO MASOMRYJ (2)LQTJ W(2d)1/4' 48'SDS SCREWS SM)"'STIiEY (2 PLY TRU08) 4]3DM 8570-M (2) UJOMI Wp4) t/Px21122 W 5 SCPEWB SI4)&8"x5•WBI2 PLV TRU86) M80M 70"RN FRAME OR (az11W &NIERB FOq FRAM.(EA) 6010E WBO.F OR(BaIIWMNKERSFORFRAME(FA) d86F M04 /1 BEM1T0 Hwto oPr HUCgBWnM lW aOo)IW dmsa HWra aPr HDIiMFWIz011ea4nM IW Gxse4 ©EEAMTG MASONRY! "w"ur\"uw"vx 101,wrvALS& (12)111'x2&4'ATEN ITO MABJ OMaxO QY30W HD480FT HU4a""SAS WUS& CM"62E ry2or. FRAME OR(12) I W & H3) I W (FOR FRAME) VaOp SYRF Ua1134 SYP# (12)1M•x29A•TAPOONB(TOMM.) OR (i2)1W & (S I W (FOR FRAME) URIo30 SYPF IMB50 SYP-N M FRAMETO m HFIA18OPTp) HETA2i ifLY W (10) i OR t920 tB20 (2)HTAiBDPT('4HTA20 /-0LY w/(10)1 W x 11? OR IB]o MA9aN,0. U)1!M 2FLYN114OIGd E305 2305 2FLYW11�tW 24M HTSMlUvd(I)IWNNLSMD(4)I9W1/4• sea 1110 IRWM18W I8)tW NALSMD(411I6^xl &I• 1,M I= TAPIXPIS 4YEpOE.BOLT OFRWETO MASONRY HT8M20W(1o)1W NA�ILSAND (t)t/d)G 1M• SASS 1110 OR HTW612r W/(15)IWMLSAND(4)1MNI3M" TAPCONe WEOLiE.eOLT T4a 122a FRAMETO N103W(B)80x1 TINAL8AN1 p)341'r" la7 810 MASONRY TITAN FA OTT42WfMIm-tupwa WOOD DT6RW(9)1M"xl, IVINS16MOOD OFRAMETO MA8014" SCREWSANJ(1)1?BAXKEFDMEDW 1936 N45 SWEWSANJ(1)/?BA.T.R EPDXIEOW 1510 1835 MMPSON'P SEENOTEkd SIMPSON"SET" SEE NOTE86 TO H1-IEW(a6)iW#I?NMLSAND(I)a?B HTT45W12S)IWx21?NAxSAID(Q OFRAME MASmw ATA.EPDXIEDwISIMP90Nwr 4315 SOON 5N6'O AT.R. EPDXIED WBIMPBONTET' 5M SEE NOTEINBELOW) ENDTFD BFW FRAME TO. H1T4W(te)tW ,Q I(L'NMLS AND III6'&'a HTT46W116)iBtlx21?NAKSAlD 11) 0 MASONRY ATA.EPW3EDw/SMPBON "BET^ 3640 4235 E0"B AT.R. EPDXIEDWMMPSON'8ET' - 41M BEE NOaEa4 BElO BEE NOTEAM BFLO O FFRAMED HlNW(24)lWxl 1Ir MAILS 785 910 LUQTI W NU)WIcl 10 NAIL$ us INS O FRAMETO IAMKTW(Q 1N'xt 1M"E03 VAbD ]W RTI6M WI9)1Wx11?NNLSa MASONRY SCIEW98(511N"x2 V4"TAPCONS >So K)IM'x 13N"tAPCON9 1383 1995 TO. VOTW(1N 1I4•x&6D6 WOODSCREWS& OFRAMS V MA60NRY (1) WHA.T.R. EPCDVEO W 9MPSON `BET" 3694 4940 W 12•MIN EMBEDMENT TO p) " W192) 1/4WSOSWOODSCREWS OFRAME MASONRY ap)&&BZIr.R EPDXIED W SIMP80N a1T0 TIES TM W Ir MIN, EMBEDMENT O FRAME TO VGT W ItM W(If8QR WOODSCNEWS& HDW-8D825 W(10)1N"IQ i/Y'908 WOOp 5 mu466a MWT18 W 1221 iW NNL38 HR46 W (10) FRAME SCREWS&(I)Ye"BA.T.R 1W W4L9&DI MB'SAT.R 4180 OFRAME Y TO O)HTTa W(62110tl"X2 Y/r NML3a x1 4378 SON&(I)WB'BA.T.0.13EE p)HTTdaW162)IMPx211r NAILS FRAME (1) W&A.T.R fSekZ NOTEpQ SOTS pcxcuu Plw Fe .ek),C . 1. MNNEMALLFLOORTRUWESMINTERIORBEARINGWOMWALLS/3EAMSW/R112a TOENALS. 2. NIT MTOT MCMNCC NSAREPRWIDMBYTNIMS UFA;NRFR,UN.00N PLAN. 3. Q.C.&WaPE TRUS$IMPSCN MNLLONNECTON9.SEEFRAM,NQFLANFORCLWMW(2)MWSUT. 4. FORMNGA.T.RNa3EOME,SCAEONFULLIEIF0RlQ-ATR. l"TOTRU88VER ROWS W 6. 7M'A.O.C.STAGGE, ENT:6'FMSEDMENT FOR I?ATR.a"ENSEDMEMFORMB'A.T.R.B'EMBEDFEI4T FIXr>M'A.T.R. pFAT STEP, R&B- T .T.A.W ovMI FROM LOWER PEPRI IS FROM LOWER SLAB) & SCAB TRUSS CHORDW 4'4'2x STP 42(MATCH CHORD LUMBER SIZE) W(2) ROWS IN " FROM END a 4. O.C. STMOERED: CENTER AT CONNECTOR LOCATION AS MUCH AS POSSIBLE. AO MIMMALCONNEUMUNOONFRAMINGPILM 1 CONHECTIONFOHALLHOOFIFLOOHTRUSSESTO MA9 WWALL9/LINTI&SIC WALLBUNOONFIAN 2. MNNEnMA7WOR9rOCPENDINGVER7MSFORALLFLOORMUSSESPMALLELTOMMMRY WALSSEEOVAIL FB12D3 FOR MORE INFCAMATNXt 3. CONNECTION FOR XL HIP JACK(OORNER JACIQTO MASONRY WALLS4CFWAUAUHTELB 4. CONNECTION FORM CONTINUOUS RIMSOAM TO TOP OF MASONRYAT 37' O.0 MAX W p)AT EAOH CORNER.QC.MVMIF WL TMN/DOESNOTCONFLICTW JI(IFA CA )LAYOUT' B. WNNECTALL FIDORTRUSSES TO INTERIOR BEARING WOOD WALUBEAMS W/(2)12a TOWVLS OMINMA CON6$DTOR UNOONFRAMING" 1CONFECDON FOR Jx&K TOWOODWALORBEAM O//��C MIMMALWNKECTORUNOONFRAMINGFLAN ROOF FRAMING NOTES 1. SHINGLE ROOFING SYSTEM OVER MIN. 7/16" OSB ON PRE-ENGINEERED WOOD TRUSSES AT 2'-0- D.C. MAX. (SEE PLAN FOR SIZE AND SPACING. SEE ARCHITECTURAL PLAN FOR TYPICAL ROOF SLOPE AND 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 GYP WITH (3)10d TOENAILS EACH END. THE SHEATHING 15 TO BE NAILED WITH 8d NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 - - - NOTE TO FRAMER --- IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FDS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 C.M.U. OR ICF WALL SEE TYP. WALL SECTION 2x4 P.T. FASTEN TO C.M.U. W/ 11/2' LONG T-NAILS 0 2'-0" O.C. SECURE I -CHANNEL 0 12" O.C. O ETAL DRIP EDGE + x SUB -FASCIA b -UM FASCIA CONTINUOUS VINYL ©G.C. SHALL VERIFY SOT MATERIAL C ITY TO RESIST THE DESIGN PRESSURES SOFFIT SPECIFIED FOR COMPONENTS AND CLADD G WIND PRESSURE TYPICAL SOFFIT SUPPORT DETAIL 3/4"=1•-0" 0' T pR 114 e p :.V OR asaeazl5t 1 1 I w Igo 0 ODE u3�00 1 FU FC13 Q l_M1 OI lL LL g I a'WQ-'6�'OXcLL mg T" Laj H J °A s www"womm ❑ ❑ ❑ M zn z� z 2 y — 4 � a a Y a i'-_1 zI W F L�o� wO w o (/) C M Ln i[O °gym N E W O �Y am0 px1 C a) V 3' ¢mou°D I I� ® DAMS B HC1 S I� FLORIDA CONTRACTORS LICENSE NO-CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: FORT PIERCE VI Job Information: N ` m r N W 0 H 2 LLJN m D M i' N N zto OD e rn EMISSIONSI—`SUm �o a OW '^ r^ O LL VI Model Name / Number: i V' 2117 VF Plan Issue Date: Friday, January 24, 2020 VT KA PROJECT NUMBER: 20-0309 Sheet: ® Of: ROOF PLAN A FILE'C1.. w. LINTEL BEAM: ► I I* I I I 1 COURSE LINTEL BLOCK W/ 1 # 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 BLK. CELLS WITH 3000 P.S.I. GROUT ONE #5 0 LOCATIONS SHOWN ON THE FOUNDATION CONIC. SLAB SEE PLAN AND FLOOR PLAN. FOUNDATION PLAN MIN. LAP 25' (ACI 630) FOR MORE INFO TOP OF SCAB v., MS021 TYPICAL SHEAR WALL SECTION N.T.S. TYP. 71E BEAM W/3000 P.S.I. CONC. W/1 #5 REBAR CONT. SIMPSON SP4'NAB) -10d X 11/2 SP6 OR SP8 FOR 2x6 AND 2x8 WALLS DOUBLE 2x TOP PLATE STANDARD HOOKS SEE MSO5 FOR MORE INFO TYP. FILLED CELL W/30DO F.B.I. CONIC. W/1 #5 REBAR VERT. INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL 8" C,M.U. 1 2"x #2 SYP/SPF P.T. W/ (3) 1/2" X a" 7" BOLTS OR (3)1/2' X 6' EXPANSION ANCHORS OR (6) 3" X 1/4" TAPCONS OR (6) 2 7/8' HILTI T%DNI NAILS 2x BASE PLATE SEE PLAN FOR MORE INFO (�i.,�..,, ...�.., �.-.,.� . N.T.S. MS03 xlxp/�piL.\/l./1xI�IChTI(\xl flCYAlI 20" MIN. LAP 95 REINF. BAR #30R #4 REINFORCING T� A, BAR #3 a #4 I AP SPIICF r 25" MIN, IAP y' #5 STD. 90° HOOK 1" q#5BEINF0RCING BAR #51 AP CPI ICF SCALEt"=1'-0" MR. #6 REINFORCING BAR • GRADE AO U.N,O. #B LAP SPUCE MSOS I REBAR SPLICE DETAIL - GRADE 40 I N.T.S. I ATTACHMENT REQUIREMENTS SIZE TARCONS SPACING # ROWS 2 x 4 1/4' X 28A" 12' O.C. 1 2 x 6 1/4" X 2%" 12- O.C. 2 2 x 6 1/4" X 21W ' 12' O.C. 2 NOTE! TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. :LINETELS�_ ; U a i (2)2XD.T. i BACKS W/ 1/2" O.S.B. BETWEEN FASTEN PT 2 NAILER To MASONRY IF DOUBLE 2X NAILER 15 USED, USE 1/4"X 4 1/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED MS11 2x BUCK DETAIL N.T.S. IN 0 RT w/ GRAV FOR: 2117 A w/1 ELS 4 f�ff, 61'1 2355 �aryFlfi= j ./T17f:l 611:3'i �yPL� 168,FLT' .'.1.ri iL +jry 1 r :' g .• `,:4f 4";; ,,: SZU�S":' I ''.; `�7t3�"' l'L` 'i3 ; �:: +OQ RL �.,RF.1.:'BI/1t... O 01 01 M R904R At roF MIN. (U REOb CLEAR v. O.M.d. p .. aacur .� • I "6 RedAR AT BOTTOM O OF LINTEL CAYRY 80r'oM REINFORCING 14M'AC1UAL FRovlp£O IN LWra. NAREBJ 6" NOMMAL WbtM TYPE DE81(-srdAtfON F • NLLB2 WRH 61P0IFT / LL • UtlM1LED T- mwNnrr of +s ReBAR ar oorron � urvrEL cAvnr SF16-IB/17Ij NOMMAL YNDTi! � � I� oLL4NTRT OF •! NOMMAL I4!IdHi REBAR Pr TOP MATERIALS 1. f'c precast lintels = 3500 psi 2. fo prestressed lintels = BODO psl. B. fc grout = 3000 psi IN/ maximum 3/8" aggregate. 4. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength =1900 pal. 5. Reber provided in precast lintel per ASTM A615 GR60. 6. Field rebar per ASTM A445 GR40 or GR50. Prestressing strand per ASTM A416 grade 270 low relaxation. 7. 7/32 wire per ASTM A5 f:0, S. Mortar per ASTM C270 type M or S. GENER I NOTES 1. Provide full mortar head end bed joints. 2. Shore Is lintels as regUlred. 3. Installation of lintel must comply with the architectural and/or structural drawings, 4. Lintels are manufactured with 5.1/2' long notches at the ends to accommodate vsrdcal 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. 0. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32' diameter wire stirups are weldedto the bottom steel for mechanical anchorage. 8: Castan-place concrete may be provided In composite. lintel in lieu of concrete masonry units 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10.Limel min. depths are called out on lirrtel plan. H contractor installs a deeper lintel than indicated on the plan, doing this increases the strength of the lirdel and is approved without engineering letter. if a smaller lintel is installed contact FOR for approval, SAFE LOAD TABLE NOTES 1. All values based on minimum 4" bearing. Exception: Safe bads for unfilled lintels must be reduced by 20% if beadng length is less than 61/2'. Safe loads for all recessed lintels based on 8" nominal bearing. 2. N.R. = Not Rated. 3. Safe bads are total superimposed allowable load on the section specified, 4. Safe loads based on grade 40 or grade 60 Reld rebar. 5. Additional lateral load capacity can be obtained by the designer by providing add(onal reinforced masonry above the precast lintel. 6. One #7 rebar may be aubstftuted for two #5 rebars in 8' lintels only. 7. The designer may evaluate concentrated bads from the safe load tables by caiculaUng the maximum resisting moment and shear at dawayfrom the face of support. 8. For composite lintel heights not Shown, use safe load from next lower height. 9. AI!I safe bads in units OF pounds per linearfcot. HURRICANE ANCHORS (Tura-► REBAR ON 90TH SIDES OF OPENING U.N.O. PROVIDE KNOCKOUT BLOCK FOR FIRST COMPLETE CMU COURSE BELOW BILL &FILL SOLID W/ (11 #S BAR FOR ALL "U" LINTEL w/3D00PSI CONIC. GROUT SHALL BE FLUSH IGS SEE GENERAL CONCRETE WITH TOP OF WALL HEDULE FOR REQUIRED EMENT a 10• $To- 90 HOOK Il HOOK E3 2 " 1 REBAR ALL ELEVATIONS SEE FOUNDATION FOR I PLAN I'll I BLOCK WALL REINFORCEMENT �Q f� N.T.S. . '.1 `,AAOLiilltlll)gle, e� PgLO tOq so` d `�••fjTi'; p'r � �''d �? t Fv i "t:. •.� � ', �Dp%J3d91att�s.5,. (�0 a U_ t g W co g I( gm'jU+ a 0q�O��'o.z SRI ZMZ () 9± 4VV c 0 F- '3�g � "c4mm5 ¢ O00 O Gil 2H0 o gfim g.b 0 Uf-J � � Www.FDSENGCOM 0 0 ❑ LD Z � z N � z m N Z ° I�c Q e vo p a E a L 2 v c m U )d N E W 0 V c r ,i. Q m d us Igml. m i A DAMS H OMI S, 1 40 ' c FLORIDA CONTRACTORS LICENSE NO. CRC1330146 v 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 a DIVISION LOCATION: FORT PIERCE Job Information: fb w � (0 a N m w 0 m > W � 0 N a TYP. BOND BEAM a' ' '> $" x 8' x i6" K.O. U 00 LINTELSLOCK FILL W/30D0 DIA CONIC. W/1 #5 DIA. d M REBAR E L+ (n o ri tU GO LQL 7 ci INDICATES FILLED CELL MOM FTG, TO X U (�Q LLN BEAM 1 #5 BAR MIN. 2 O-J . •t ZD CO p C6 J M (✓ J (1) Ln LL gModel Name / Number: g 2=7 TYP. DOWEL 25" MIN. LAP (ACI 530) ;x g V I plan Issue Date: Friday, January 24, 2020 F KA PROJECT NUMBER: 20-0309 Y 8 Sheet: S w Of: R v LIf1LTLEL (PLAN _ LI 2x6 #2 SYP P.T. O SIMPSON HETA 16 W/(2)'/z"XS EACH END SEE FLOOR PLAN WEDGEANCHOR 0 FOR BEAM SPEC. OVERHEAD SECTIONAL " DOOR TRACK W/ 3/8" X f0 1 1/2" STEEL LAG BOLT ter'•'. 8 W/ WASHER. MIN. 6 PER a TRACK TO JAMB. 5 1/2" DIA. x 8"1/2"o O X 8" A.B. W/2" " " 0 o "J" BOLTS WASHERS SET IN ° FILLED CELL W/ #5 TYP. FILLED CELL VERTICAL MIN. 5 PER JAMB. SECTIONAL ® OVERHEAD DOOR CONT. P.T. #2 a WOOD v SYP 2" X 6" TRIM $ o ° o edoecenol/s�' 2"x6' P.T. WOOD JAMB v: NO 8786` DOOR AND CONNECTION PER " C GARAGE DOOR MANUFACTURER GARAGE SLAB N TYP. GARAGE DOOR TRACK MOUNTING DETAIL 0 M 8. s� ,f: , , . NOTE: DETAIL CD22/ 5-2 MAY BE SUBSITUTED FOR THIS $ i'3ern`l°a"3g° a DETAIL • UNLESS NOTED OTHERWISE .0 U. CD21 ENTRY CMU COLUMN/BEAM N.Ts. MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. 0 2 a 0 E v ffi C°' _ ro a gy4 6p' OO{yw I-'i t-Ji L-ri n wZ ,III• HAM mom_ me mB,. ML d 1131� a - BLOWN -IN R-30 INSULATION PER FBC ; AND ENERGY FORM SUBMITTED WITH a '�° I `" � t a W w 2 a €� a s 13 d 8 x BLOWN -IN R-30INSULATION PER FBC AND ENERGY FORM IONSUBPER i i PERMIT APPLICATION PROVIDE BAFFLES lZ AT EAVES (FOR VENTED ATTICS) FIBERGLASS SHINGLES OR H Y R z N "d F ° $ , W E g m ¢ m o -'� W m m g s 00 m IL N a - PROVIDE BAFFLES ATEAVES' SEE PLAN FOR VENTED ATTICS SEE PLAN ( ) !� OVER APPROVED U DERILAYMENT S 89 S i n o o N a 2PER ( ) \ FECR o 0 W ~ J ' FIBERGLASS SHINGLES OR PRE ENGINEEREDWOOD RATED STROUCTURAL SHEATHING y€ ~ m www wsErc com 11 ❑ D TILE ROOF (PER ELEVATION) TRUSSES @ 24" O.C. (SEE STRUCTURAL NOTES $ + OVER APPOVED UNDERLAYMENT • PER FBCR 905.1.1 OVER APA FASTENED TO TRUSSES PER ROOF i NAILING SCHEDULE) 2 i PRE-ENG. WOOD RATED STRUCTURAL SHEATHING , TRUSS ANCHOR (SEE PLAN) m Z M TRUSSES @ 24" O.C. (SEE STRUCTURAL NOTES • FASTENED TO TRUSSES PER ROOF ' _' •' _ ' '_;.. _, SEE PLAN FOR ��� - — - — - — - — BRG, HT. 5 Z ¢ .o ' NAILING SCHEDULE) + ...� + 1/2"DRYWALL— $ ' 1 + TRUSS ANCHOR (SEE PLAN) ' , y , + + TO BE INSTALLED ON OUTSIDE FELT PAPER OR ' , a ETAL DRSP EDGE TRUSS PLATE 3 'm 5 a —s Z o FACE 1 ___(y,N,_ 3/4�� PIT. NAILER � • � 2x SUBFASCIA :a TYP. FRAME FOR BUILT-UP CORNERS 2x4 OR 8 ///��� V) O • SOFFIT. SEE ARCH. 1/2" DRYWALL PLANS min (3) 4x4 w/ 2x4 POST UNDER EA m c - -"-METAL DRIP EDGE a o 1/2" DRYWALL CURTAIN NAILER r, 8x8x16K.0. 2 X 4 P.T. PLATE END OF SUPPORTING BEAM. � '— 9 � — 2 U0 - CONNECT ALL 2x STU 2X SUBFASCIA 1 x 4 P.T. Cal WLNDOW5 n LINTEL BLOCK 1 x B P.T. @ S.G.D. O.H. W/ (1) #5 DIA. REBAR & KEEP IN 3/4" FOR SHEATHING NAILED w/ 8d NAILS @ 6" AND LATH WITH FINISH O.C. E o w o TO TOP PLATE WITH (4) 3000 PSI CONCRETE �� 0 16d TOENAILS SOFFIT. SEE ARCH. PLANS H SEE ELEV. (TYP.) ALL SIDES / / (TYP.) FRAME FOR COR- ` /T3 m C) L/2" DRYWALL PRECAST "U" LINTEL u / QO /l OO NERS FOR NON LOAD / v° N E w 008 o �.. SEE PLAN FOR HE SIZE SEE SCHEDULE u a v n v •� BEARING SIDES NAILED / `o 0 ' � _ S � v , � m% w/ 16d NAILS @ 8" O.C. = N � oQ �v o7d ryNry 9 / = Q mdm am; I5/32" OSB EXPOSURE 1 ON O.H. emu/ � 1/2" x 8" J-BOLTS / � MAXIMUM OF (3) - 2X PLATES MAY BE EXT. WALL W/ ALL EDGES BLOCKED. SEE ELEV. SEE T513 FOR NAIL ATTACHMENT. / TYP.)4 COURSE HIGH A.F.F. (1)CENTERED EA. ( / ® DAMCJ HOMES ADDED BELOW THE HEADER W/ EACH PLY ATTACHED W/ (2) ROWS OF 16d (OPTION) STAPLE: 16 GA. 1 3/4" �' SIDE w/2" WASHERS / CMU BASE FILLED w/ CONC ` ' ' ' " ' ' STAPLE @ 2" O.0 EDGES AND FIELD. NAILS AT 8" O.C. A NOTE: 44" MAX. SILL HGT. ON e FILL CELL -(1) #5 DIA. (TYp.) w/ (4) VERTICAL RENF w/ HOOKS INTO FTG & AT TOP m o FLORIDA CONTRACTORS LICENSE NO CRC1330146 ALL BEDROOM WINDOWS. „ REBAR W/ 3000 PSI CONC. ALL LOCATIONS PLAN Al -Al OF COLUMN 3000 GULFBREEZE PARKWAY VINYL FRAMED WINDOW w/ SCREEN ,n SHOWN ON FOUNDATION of GULFBREEZE, FLORIDA 32563 (G.C. TO VERIFY W/ FLOOR PLAN & FLOOR PLANS LOCATION OF OPENINGS IN N m DIVISION LOCATION: EXTERIOR WOOD WALLS. IF NO ,u, SIMPSON LSTA30 SEE FLOOR PLAN OPENINGS ARE INDICATED, FULL �' w/11-10d TO BEAM FOR BEAM SPEC. FORT PIERCE STUDS ARE REQUIRED). & TO FRAME BELOW m fo Jobin rmation: NOTE: 44" MAX. SILL HGT. ON v ALL BEDROOM WINDOWS. L VINYL FRAMED WINDOW o W/ SCREEN WINDOW STOOL a y CEMENTITIOUS DECORATIVE FINISH 7/8" THICK PER A" PER SPECS n PRECAST CONC SILL i W C-926.98A N N ro > PAPER BACKED FOIL R-4.1 2X STUDS (SEE FLOOR PLAN FOR INSULATION AT CMU BLOCK WALL MORE INFORMATION). SEE TB13 1/2" DRYWALL PER FBC AND ENERGY FORM V y EXTERIOR FINISH - ' FL'G ON SHEET 6 SUBMITTED WITH PERMIT (SEE ELEVATIONS) ' a FOR NAILING INFORMATION FOR APPLICATION 'a 04 R-13 INSULATION AT EXTERIOR WALL SHEATHING. WOOD FRAME WALL PER FBC P.T. ZX #2 SYP. BASE PLATE AND ENERGY FORM SUBMITTED 1 x 2 P.T FURRING FIG. DOWEL #5 DIA. REBAR 1 x 4 P.T. 17" IN CONCRETE - 25" g - m W i 00 07 m M a ,,, W/ 1/2 x 8 A.B. {OR 1/2" x 8" TITEN WITH PERMIT APPLICATION HD w/2" WASHER AT 32" O.C. BASE NAILER EXTEND (an 536) ABOVE SLAB. ALL LOCATIONS SHOWN SIMPSON HETA20 E > w ai W000 w/10-10d TO COLUMN Al Al BUILT-UP CORNER MIN (3) 2x4 1 u7 LD o c 00 MIN. 6" FROM END - SEE WS07 WOOD ANE FOR TERMITE SHIELD ON FOUNDATION PLAN UNDER OR i ,i m • SEE FOUNDATION SEE FOUNDATION PLAN FOR , EACH END OF BEAM ID Y FOR SLAB INFORMATION TOP OF SLAB -- ------ i SLAB INFORMATION _ TOP OF SLAB —� NOTE: 2X4P.T.PLATE +• @ - O LLJv LO o aL BOTTOM STRAPS MUST BE + N J m CI) U) l _II r j GRADE INSTALLED ON INSIDE OF L Model Name /Number; GRADE COLUMN. DO NOT BEND r ° °�r ( STRAPS UNDER PLATE. °r�Q° g' ' ° ° ,� PLACE STRAPS IN FILL '' ° 2117 CLEAN - 33 m o . •, .+'' °��. °; COMPACTED ti a `" o' ;SEE PLAN FOR N ;RE -BAR QUANTITIES - '" CELLS w #5 REBAR 'r °' / j e, - (TYP.)4 COURSE HIGH CMU BASE '+VI " o Plan Issue Date: FILL ' + °' : ; I., FILLED w/ CONC -SEE PLAN FOR Friday, January 24, 2020 I° SIZE. TOP OF COLUMN BASE - " 16" SEE FOUNDATION PLAN FOR FTG REQUIREMENTS SEE PLAN SEE FOUNDATION 2 AFF @ v KA PROJECT NUMBER: PLAN u Y 20-0309 NOTE: DETAIL CD21 / 5.2 MAY BE SUBSITUTED FOR THIS DETAIL -UNLESS NOTED OTHERWISE o Sheet: �—� Of: WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4" =1'-0" WS01 TYPICAL WALL SECTION - 8" CMU 3/a" = 1 0" a CD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE N.T.S. TYPICAL FRAMING DETAILS rr . PROVIDE 2x4 ON TO OF 2x8 TO BLOCK OUT 2 ROWS 12d @ TOP PLATE ATTACH w/ 3" O.C. UBLE 2x4 (2) 12d NAILS O.C. TOP PLATE (SOLID BLOCK w/ 2x6) \\ STRUCTURAL SHEATHING 4 8+ 7/16" MIN. NAILED W/ 8d Mi ` COMMONS @ 3" O.C. @ 2x4 STUD h EDGE & 6" O.C. FIELD RUNPER PLAN FULL SHEET FROM 2x4 BEYOND AGAINST 2x8 STUDS OP SPLICE BOTTOM OF FALSE BEAM NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OUBLE 2x8 SEE GE05 FOR �` �` TO TOP PLATE W/ (4)16d TONAILS (2) ON EA. TOP PLATE STANDARD SIDE TYP. TOE NAILS MAY BE SUBSTITUTED W/ 2x8 STUD GABLE END �� �l (1) 13IMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN FRAMING r` I��\ TOP PLATE W 8d 21 2" x 0.131 NAILS (SIM. w/ 2x6 *NOT REQ'D. WHEN QT SYSTEM IS APPLIED 2x4 w/ 2 ROWS OF STUDS) STRUCTURAL SHEATHING I I ` ` I � `, TOP PLATE TRANSITION 12d NAILS @ 3" O.C. WOOD BEAM SEE SICZSONHUC4100R(2) PLAN FOR SIZE PIPE OR DUCT W/ UBLE 12d ;(� TO BUILT-UP COLUMN + +I a LO = PENETRATION THRU TOP SPLICE SUPPORT COLUMN BUILT-UP MIN. gilk VARIES W + +I ar TOP PLATE W/ MORE ' (3) OR ( ROOF SLOPE I O THAN 50% OF TOP ROWS 12d 1 NAILS @ NAILS EACH PLY @ D.C.A PLY 2X TOP PLATE TO I o PLATE WIDTH INSTALL @ 3" O.C. ^ A 4X (SHOWN AS 4 x 4) GABLE END W/ 16d I -� SIMPSON PSPN516Z — (2) SIMPSON HETA2VS WOOD WALL OR NAILS @ 6" O.C. I o. w (12) 16d NAILS TYP. 49+ M7ti , � ' �, i,+, ,, w/(12}16d EA. TO COL, W/(1 )- TRUSS. SEE PLAN 2X4 CONT. w/ (3) 12d NAILS --- - _/ TOP & BOTT.ALT!COMMON , MSTAM36 STRAPS EACH STUD TYP. i&B +-+ + +1 NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OTTOM SPLICE TYPICAL BLOCK ,' ,� CENTERED W/ (13)-10d NAILS +I + + TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. OVER STUD WALL Ea TO COL. SIDE TYP. TOE NAILS MAY BE SUBSTITUTED W/ "'.` TIE BEAM 2X4 STUDS @ 24" O.C. (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO W/ SINGLE BASE & TOP TOP PLATE W 8d 2 1/2" x 0.131 NAILS ' PLATE W/ PLYWOOD * NOT REQ'D. WHEN QT SYSTEM IS APPLIED SHEATHING COVERING NOTE: TRUSS OR ROOF SYSTEM PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYPICAL .D02 SHEAR TRANSFER EXTERIOR WALL N.T.S. ro ro m 1" 1'h" flh" '✓� 14i (2) 2 x 4 LAMINATIONS W/(t) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x 6 LAMINATIONS W/ (2) ROW OF STAGGERED IOU ROWS OF STAGGERED 16d ROWS OF STAGGERED 16d COMMON WIRE NAILS COMMON WIRE NAILS COMMON WIRE NAILS (D = 0.148-, L=3") OR EQUAL (ONE INTO EACH OUTSIDE FACE) (ONE INTO EACH OUTSIDE FACE) (D - OA 82", L- 3-1/2") OR EQUAL 10 = 0.162% L= 31/2") OR EQUAL NQIES 1) ADJACENT NAILS ARE DRIVEN FROM 3) FOR 4.PLY, PROVIDE I/4"DIA. x51/2"LAG OPPOSITE SIDES OF TH E COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3PLYI 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 4) REFER TO NOS SECTION 15.3 MR THE THICItNESS 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) �r. F.F. NERHANG FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 5/8" - NO REPAIR REQ'D. 1E15 I FALSE BEAM AT GABLE END N.T.S. 2x8 SYP #2 TOP & BOTTOM ATTACHED W/ (1) ROW 16d 2x6 SYP. #2 NAILS @ 16 O.C. RIPPED BOX HEADER DETAIL NF17 I TOP PLATE SPLICE DETAIL 3/4"=1' * CRIPPLES MAY/MAY NOT BE PRESENT. *@ IF ONLY (1) KING 7/16" O.S.B. VERIFY HEADER ELEVATION (1) JACK USED AT EA. SIDE EACH SIDE OF 2X BLK'G. OPENING G.C. TO W O.S.B. W/2.8d INSTALL (3) TITEN HD. EA. END 5/8" x 8" EQUALY SPACED PER SIDE INTO CMU AT JACK TO HEADER, NO BASE EDGE VIEW HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 1 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) 1 (3) (2J (2) 10'-0" - 16' 3 4 3 4 CONNECTOR REQUIRED P4 AT (3) 16d SEE PLAN COMMON FOR WILL 2X CRIPPLES @ 16" O.C. 2 O.C. NAILS(TYP)—� HGT. TOP AND BOTTOM SIMPSON SP2 P CMU— .>a, M M�M�I� © II 1• 10 • • • LOCATION --.a, ' �%00, 011 ll .0011 In 70 161, • .. �.., ��'li� • . •2X4 SPF CONTINUOUS EACH END TYP. ATTACHEDLOCKING :• NAILS. SEE DETAIL ABOVE ELEVATIONSEE •• R • SQUARE• BOX HEADER EACH • 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 10d NAILS @ 8" O/C TYP, DOUBLE 2 x 4 CRIPPLE STUD TYPICAL (U.N.O.) - * * HOLD DOWN CONNECTIONS NOT REQUIRED @BEARING WALLS WITHOUT UPLIFT HEADERANCHOR 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^ 0/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @1Y'O/C FOR Zx10 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" 0/C UNLESS NOTED OTHERWISE +iZIFNLO•I' 109 SIMPSON H174 W/ (18) 16d NAILS & A 5/8" EXPANSION ANCHOR W/ 6" EMBEDMENT U.N.O. OR 8 112" AT GARAGE STEP DOWN 'A•RY0II.k\IN EXT. OUT BEAM TO SUPPORT ------------------- SIMPSON HUC410 TRUSSES IF SPECIFIED ON PLAN BUCKET SEE ROOF - - PLAN FOR MORE INFO SEE ROOF PLAN FOR BEAM SIZE i & CONNECTION INFO ' SEE FLOOR PLAN FOR COLUMN SIZE & ; `-`--- -- BASE CONNECTION INFO '- ---- -- ------- OPTION A 0 PT ION B 1/2" OS8 FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN INDICATED COLUMN SIZE & BASE ON BEAM SCHEDULE/PLAN CONNECTION INFO SECTION A -A SCALE: 1 1/2" = 1'-0" BEAM SIZE & SEE FLOOR PLAN FOR COLUMN SIZE & BASE CONNECTION INFO — AF--�A SEE PLAN FOR ,77_79 TOP OF BEAM FOUNDATION V FOR MORE INFO 'OD04 FBEAM 0 RAISED ENTRY MASONRY WALL I N.T.S h a v E 0 a 12 8 SEE ELEV. c (np) PRE-ENGINEERED WOOD TRUSSES @ 24" 0/C ° UPLIFT CONNECTOR (SEE SCHEDULE) v m DOUBLE 2"x4" TOP PLATE _m "x4" STUDS @ 16" O/C N CRICKET AS REQUIRED y a ' O ti N SIMPSON SP2 @ EA. STUD APA RATED STRUCTURAL SHEATHINGR�� o MIN 7/16" FASTENED TO TRUSSES W/ Sd COMMON WIRE NAILS @ 4" O.C. s BOUNDARIES 6" O/C EDGES & 8" ° O.C. FIELD a R-13 INSULATION AT EXTERIOR WOOD FRAME WALL PER FBC ~ E AND ENERGY FORM SUBMITTED N WITH PERMIT APPLICATION ( WHEN EXTERIOR WALL IS EXPOSED TO INTERIOR SPACE) SIMPSON SP1 @ EA. STUD o 2"x P.T. PLATE MAIN SPAN ROOF TRUSS m 1/2" X 8" "J" BOLT ti @ 24" 0/C MAX -` UPLIFT CONNECTOR 8" x 8" x 16" K.O. (SEE SCHEDULE) BLOCK W/ 1 #5 CONT. v CMU WALL 1O vo'�pQ PgLID T o.` ra . • C E N 8 4 Ate• Na 7 ° STA OF C C?, ,,,, �•!1 i784 119e kin aN tD SO W t0D a m yg a LO 00 00 ' o (1 FG �Q$ I 9 lzg�Ay �ml 9$ •I3A-E� asU;L. Lq y , 1,Ul a-N"o g=o mmo 2Nm LL a�� d � a Ee 13 z °U �¢ o g U I--f nwuow.wsENacoM ❑ ❑ ❑ Z m Qj a 0 J a Z ¢ MIQ) � n3 w (3) o a W0 —� w o c m U 2NE w 000 �7 � a Qum am 0 A DAMS HOMES FLORIDA CONTRACTORS UCENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: FORT PIERCE Job Information: N m ,/ � W rro j Oc a c n n U a DO CL / tf M a) d OD LL z I—��m a J W � 000 0 m U) (f) Model Name / Number: 2117 VT Plan Issue Date: Friday, January 24, 2020 VI KA PROJECT NUMBER: 20-0309 MSis I RETROFIT WALL OVERHANG DETAIL N.T.S. WF39 I TRANSOM DETAIL AT ENTRY 1/2" =1'-0" WF09 WALL HEADER DETAIL N.T.S. CD11 I COMMON BEAM ATTACHMENT I N.T.S. WF42 I KNEEWALL ABOVE MASONRY WALL 3/a"=1'-0" N Sheet: S=3 Of: a TyPIfAIL ° U *DIAGONAL SPACED AT 20'-0' O.C. MAX SAME SPACING AS BOTTOM CHORD LATERAL BRACING - DROP GABLE END TRUSS & 2x OUT LOOK RAFTERS FOR OVERHANG GREATER THAN TO BE LESS THAN 12". ATTACH 2x OUTLOOKER @ 24" O.C. TO TRUSS WITH MTS12. FOR OR EQUAL TO 45- I _ O.H.UNDER -SPACE OUTLOOKER BLOCKS @ 24" O.C. NO STRAPS REQUIRED. MINIMUM 2"x4" ` 8d NAILS @ 4" O.C. WALL AND ROOF CROSS BRACING T - '. SHEATHING, SEE T613 2x4 SYP BLOCKING FOR SPECIFICATIONS (SEE PLAN FOR _ ` " BETWEEN TRUSSES @ 48" LOCATION) -'^ ' , ?..: = BLOCKING O.C. MAX. FASTEN TO EA. 2x4 SYP L BRACE FOR TRUSS w/ 3-12d NAILS EA.Z GABLES 3'-0" TO 5'-11" TALL. y� . 2x6 SYP L BRACE FOR 2x4 SYP CROSS BRACEDF GABLES 6'-0" AND TALLER. APPROX. 8" FROM RIDGE /'. ATTACH l BRACE w THEN 48" O.C. AFTER. NAILw@/ / AT H I� ARIGLE. 12d NAILS @ 4" O.C. c CROSSING GABLE TRUSS (NOT REQ'D WHEN GABLE IS I ' 4'-1" OR SHORTER) FASTEN (1) SIM ON HGA10 12" LONG 2x4 #2 SYP BLOCK AT CONT 2x4 SYP SPANNING (4) RACE CONNECTOR FROM BRACE LOCATION. FASTEN TO d TRUSS BAYS (8'-0") NAILED DIAGONAL BRACE TO SILL PLATE w/ 10d @ 3" O.C. Q 3 12d _ - W 3-12d TO CHORD MIN LOCK PLATE / S 'a c PER JOINT I ' 1ST 4 BAYS) TO TOP PLATE w/ 16d NAILS @ 4" O.C. CONTINUOUS LATERAL BRACING- 2x8 .T. PLATE 1/2"x8" ANCHOR BOLT NAIL OVER X-BRACE AS SHOWN- �' 4 BAYS AT 48" O.C. MIN. Y INSTALL BLKG. AT TRUSS WEBS KNOCK OUT COURSE c CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING X-BRACING - 2x4 SPF OR SYP MASONRY WALL o .N w/ (3) 12d @ EACH TRUSS WEB N Cry I 6 NAIL TOP OF "T" TO GABLE ROOF SHEATHING, SEE TRUSS w/ 2.12d AND 1 TB13 FOR ATTACHMENT H8 w/ OVER JACK TRUSSES, SEE. PLAN. 3 h n TB01 TYPICAL CROSS BRACING DETAIL N.T.S. TB02 TYPICAL CROSS BRACING DETAIL N.T.S.IMPSON io-10dxi 1/2" NAILS FASTEN (1) SIMPSON HGA10 @ 48' D.C. 8 1/4"x11/2" w/ PROVIDE 2X4 MIN. BLOCKING AT SDS WOOD SCREWS GABLEN'AIL TOP OF 2x4 BLOCKING w/ 2-12d TOENAILS CENTERLINEHI TO TOP EBEAM BEAM TO GABLE TRUSS w. 2d EFRAM e r� A TRUSSES W/ (GE12D D WALL ORND AND 1SIMPSON H8 w/ BELOW, SEE PLAN. 10d x11/2" NAILS hi c ee°°°Gj ...... e \. '\G S.••° `� CHOREACH ENO TO TRUSS TOP E °�. @ WOOD FRAMED WALL @ DUTCH. GABLE ' ~ No 8,8E N Ty N A TRUSS ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING GE01 GABLE END BRACING N.T.s. 3 � 1) ST c F = �i<'O�•°A' WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP o A ---- TRUCTURAL PACE r ��ii ' G.T. SHEATHING` �At�7TaII ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2 T?T{1 TOP CHORD WHEN REQ'D NAIL TO TOP CHORD m •� TO PREVENT SHEATHING ACK - - - - OF HIPPED TRUSS W/ a SPAN FROM EXCEEDING RUSSE HIP 12d NAILS @ 6" O.C. -. MAX 24" SPAN (EITHER CA o SIDE OR BOTH IF REQ'D) m n (2) 12D NAILS MINIMUM (3) 12d c ROOF AT 12" O.C. MAX PER JOINT MINIMUM 2"x4" SPF OR & B N m N SHEATHING SEE * SPACED AT 10'-0" MAX SYP TRUSS BRACING PLANC1131 i0,0 W c� r` € qt 07 a 00 2X4 BLOCKING m aoam LL LL �3 B�0 BETWEEN TRUSSES HIP TRUSS m ffin X.B 5 a -�" 2� w win sg0<rn5 aam ao m a N.T.s- N.T.S.gr TB03 HIP RIDGE BLOCKING DETAIL TB04 TRUSS BRACING OVERLAP DETAIL TYP ( }w $.(gg8� mm0 W U J ® H- € %b000 O (/��wYWJ.FiJSENG,.pCOM Z co TRUSS NOTES:_ `"III Q v 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP3-2014 a (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND ` BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED m a TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS, NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONEAREATHEY SHALL BE SPREAD OUT C EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS 2. ALL BRACING SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL a --I Lu (DB,CB,BB) LATERAL BRACING SPECIFIED BYTRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'0' O.C. MAXIMUM. E 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3.12d NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT E V — N Lu o Q)O - ut7n ATTACHED DIRECTLY TO THE BOTTOM CHORD OFTHE TRUSS, C AT TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. m S. PROVIDE TRUSS BLOCKING ALL SEE TYP. TRUSS BLOCKING DETAILS mm �� c MO SHEATHMG L) O I 3 TO 4TRUSS x4 AS SHOWN ALTERNATE = O^N U) TRUSS SPACES DIRECTION _� c V Y Q m 0 bpw Y \ ri RU DAMS HOM S r AL VERTICAL SCAB 2X6 #2 SPF 48' O.C. W/ (4) 12d TOP & BOTTOM OR H5 SEE TRUSS (2)-1 NAILS Ifni ii OR HCLR/LL IN PLACE OF (4) SOD SECTION TO EA TRUSS ° FLORIDA CONTRACTORS LICENSE NO. CRC1330146 REQUIRED @ RAFTERS GREATER THAN 8'O° BB 3000 GULFBREEZE PARKWAY sEE PIAN DDeLE TOP DOUBLE SEE STRUCTURAL NOTES AND NAILING y GULFBREEZE, FLORIDA 32563 PREENG. TRUSS PATE TOP PLATE SECTION B-B SCHEDULE FOR SHEATHING DETAILS DIVISION LOCATION: 2x STUD WALL VARIES ROOF SEE PUN SLOPE / FORT PIERCE CONY. FRAMED RIDGE \ t�Y" Job Information: MAY BE NAILED w/ MIN. VERTICAL SCAB 2x6 42 2X4 SPF BLOCKING / \ / (4)12d WHEN IT LANDS NIXT 70 PRE�NG. TRUSS SPF 48" O.C. W/ (4)12d \ BETWEEN TRUSSES / \ / IAco 2x8 eLldNG. NAILED @ EACH TOP & BOTTOM OR H5 OR \ @ 48" O.C. MAX. / SIDE w/ (3)12d NAILS WHEN HCLR/LL IN PUCE OF (4)12d \ \ / / N B REQUIRED w/ (2) MTS12'S REQUIRED @ RAFTERS GREATER \ \ / ¢ +� THAN 6•0^ \ 2x4 SPF BRACE M w \ @ 48" O.C. - NAIL w/(4) / y EVERY 3rd \ \ 12d AT EACH END & M SHEATHIN -. RAFTER \ \ ALTERNATE DIRECTION v \ \ 0 c m 2X4 BLOCKING BETWEEN CB BEVEL CUTS \ C TRUSSES W/ (2) 12d NAILS (OPRONAL) s p 0 EACH END, GONT. EACH BAY 6 TB 2X4 SPF W/ (2) #7X31/2" / / TRUSSES ¢ V W ALTERNATING DB WOOD SCREW EACH TRUSS / / SEE PLAN _ ui N C0 BLOCKING OR H5 @ 48" O.C. / / M PRE-ENG. TRUSS \ / / E \ �+ y CONT. ROOFSHEATHI NG AT TRUSS TOP \ / / // 11 LOO 00 STRUCTURAL SHEATHING CHORD AT ALL HANG FRAMED AREAS TYP. o SEE PLAN FOR CONNECTION SIMPSON A34 OR \ \ B (USP MP4) @ \ \ / / J Z) LL O 2X4 P.T. BLOCKING BETWEEN TRUSSES W/ (2),12d NAILS @ DIAGONAL WOOD - 2x8 #2 SYP RIDGE BEAM 2'-0" ON CENTER \ \ / / �I O /•� CO V / U) AT 8'.0 EACH END MAX SUSS �(- 2x6 RAFTERS @ 2'-0"O.C. \ n / 2X4 SPF BLOCKING BETWEEN TRUSSES MAX. w/ (3) 120 COMMON Y v @ 24" O.C. MAX.w/ Model Name/ Number; WALL BELOW TOENAILS TO RIDGE BEAM 2 RAFTERS R SPANS ES THAN \ /• \ (3)12d EA. END (TYP.) - OFO (SEE PLANS FOR TYPE) FT @ MAX W / CONC. MASONRY \ SEE PLAN / AA A `11 COMMON TOE NAILS TO RIDGE BEAM 2X4 CONT. AT STEEL OR WOOD T&8CHORD BEARING SUPPORT Plan Issue Date: TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/2" SPACE Friday, January 24, 2020 O RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING KA PROJECT NUMBER: SEE PLAN FOR MORE SHEATHING g_TF 20-0309 INFORMATION m 2x4 S.Y.P. Sheet: Of: @ 16" O.C. oSA N TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS N.rs. TBIS EXTERIOR NON WALL DETAIL N.T.S. ROOF FRAMING -BEARING Q AND BRACING_,p TAILS % E 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 Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill thejambs 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 1 1/4" EMBEDMENT INTO THE MASONRY JAMBS. All I� SPA, EVEI 6" 6" SINGLE DOOR SINGLE DOOR W SIDELITE r,„ 6„ 3„ 3m 3" 3m 3„ 3RE I I i 3„ 3" 3" 3" 3 " 6 6' 6„ DOUBLE DOOR W/ SIDELITES pA /E n iPACE :VENLY SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO BE 1'-0" IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA, CONCRETE / FILLED PVC. PIPE. O f� TOP OF SLAB 00 IN. Ito, n f III If I o v o of o z I ' a 16" MIN. DIAMETER ! CONCRETE FOOTING PACE VENLY i P�tONck 7" �a to use In Sthroew NAL SHINGLES W/ It OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS.6 PER SHINGLE. wit OeFk /� 00,0" 316 tee / �"urse eeees ascut 1/2" If drip edge Is need our about 314" If. dnp edge is used. valley censerlim, t SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPLIED ALL LEVEL VALLEY I TENURED, PANTED BEHIND FLASHING LOCATIONS) E%TER. WALL FINISH AND EXTENDING A MINIMUM OF W ABOVE 6" A0' H GALV. VERTICAL RISE OF FLASHING VERTICAL WALL FLASH ING CONE. AT KNEEVIALL T ENTRY PLASTER STo SEALANT RCOP SHINGLES 6° %6" H GALV. I FLASHING CONT.-A _ FLASHING DETAILS 6" HOR Z. NOTE: THIS DETAIL IS REQUIRED FLASHIYG AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION INSTALLATION OF BUCK BUCK STRIPS • 2x (DEPTH OF WIDOW AND/OR SGD FRAME MIN.) GLUE STRIP w/ ADHESIVE SEALANT & SCREW w/ 3/16" x 3 1/2' PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATIONOFWINDOW ATTACHMENT N.T.S BUCK STRIPS • 1x4 (DEPTH OF Wow. FRAME MIN,) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS 1/2e DRYWALL FLAT HD. "TAPCON" SCREW THRU THE WIDOW FRAME INTO MASONRY \ JAMB MIN. 4" FROM END AND MIN. 16" C.C. 1/3" SHIM SPACE EXT. FINISH DRIP EDGE WINDOW SEALANT BACK OF JAMB GENERAL CONTRACTOR TO COORIDATE SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S 2X WOOD FRAME — BY OTHERS SHEATHING --'", BY HERS CAULK BETWEEN -- FIN & ATHEN6 EXTERIOR --- FINISH BY OTHERS PERIMETER ' CAULK BY OTHERS O.A. WINDOW HEIGHT EXTERIOR ayss i� It�ss ..r�l���►► . I INTERIOR TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S 114" MAX. $HEM SPACE THERE Maximum Fastener Spacing (Jambs, Headand SIN) 4" 8� --r Wears Mooting Fln"-'' BIWIDr Rated View Wrldow of Wall Framing: #2SprWe/Pine/Fir a Eager .Silicone #id al-1/2'• _ Sony, NNnlmun Fenatrat. Glanng Bead) C Toss Section V iew Mnlmwn � Sincere FiMrior Sheathirp prreC Iha biaks bwr scraaA:x and ofner manage unto COrisTd :ion is rpmplete Slept Measure to be sue the opelang is 3/8` to 112" larger than the window are both velticagy and hortrenfally. " You may wish to pmdrgl the installation boles in the fin at this ones. DIethgard de hole M, Me asoundi fin, as lAdy are nor Self 2 Apply a gimeras head of silicone W the baftde of the mounting fin. We enough si icon to sWFtlently fill all voids between the She and the well sheathing. 5*3 Inset the window Into the am" from the outside. The window is labeled"irsW and'cut5lde", but t these labels have been removed, the Bli bud should always be to the Inside of be building. Slap 4 Install shims under the sin, adjust q then urtll the Is* is plumb In the operang. Slims should be InNaned Wade the sin every 2 fat. The window should be batilovII, centered in the oplerting with Ito more than 1/4" gap between the wlndox and wall framing. Step 5 Install a#10 s Mr screw 4' from Uzc tithe An at each end of the twat sill and hotln jambs, RM6 ImI the femehirg fasteners in 8' monetarists from the turner urevs to the cater ofeach have member. Use care not roover, tighten the spews and pug them through the On. Also, make sure the sarm go In straight Mad do not causes the frame, to bow. Wall halting should be a minimum of 02 SpiuceJPineJFlr, Fatemrs should be#10 screws of sufficient lengthW achieve 1-3/8" IsimmathmInto the we# and W less than 1/2"hove edge rinaming. Fastener quaMMeS needed In um side of Name to addeve a'soon Step 8 If desired, a foam Imaila0m on be applied ro the MUM gap between the window and wall framdng. If applied, #xsmuube the NON EXPANDING TYPE FOAM, Sep 9 Shoe these windows are typically used in rooms with high molsNre, to; barhrowns, it Is recommended that the mteriw gap between the window and well Naming also be soled with shim, and tooled Me, ma o, mtetere with the awWWtion of wallboard file or trim. Stop 10 Once all construction Is complete, remove the bubble wrap from the hide and outside of the window, If necessary, down the bkds with a mold detergent and warm water usw a sot cloth. Failure to follow these procedures will void any and all warranties v; no GENERAL NOTE: i 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. ; 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. ' SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION AND CALL OUTS. 7 Product Approval Submittal Affidavit Building Address: Contractor: Building Permit: Product Design Manufacture Model # Attachment A roval # Pressures Method pp Roofing: f 1st Choice DADE IKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING FL7006.1 R-10 COUNTY APP. NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. u W/ 3/8" MIN PENETRATION THRU SHEATHING ROOFING VENTS: Florida Metal Products Inc ROOFING UNDERLAYMENT: 1st Choice WOODLAND INDUSTRIES 2nd Choice Overhead Garage Doors: 1st Choice +30.0/-30.0 CLOPAY 2nd Choice +30.0/-32.0 CLOPAY Swing Doors: 1st Choice +67.0/-67.0 THERMA TRUC FIBERGLASS D' 2nd Choice +67.0/-67.0 THERMA TRUC pgWCl Acc n Y7 NAIL, I FL21580.1 R-1 �I LINUtKLAYMENT SHALL BE APPLIED AND ATTACHED IN ACCORDANCE WITH R905.1.1 2"x6" P.T. WOOD JAMB WITH (5) 1/2" DIA. x 8" "J" BOLTS 2X BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 12' O.C. THEREAFTER. THE DOOR FRAME SHALL BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. FL16546.1 FL15279.36 FL20461.1 1st Choice +0/-146.3 The Tapco Group 7" Staggered IrvaIAt liulw rAsItKINEKb AKE GALVANIZED STEEL ROOFING , FL20403.17 Shakes NAILS 1L/a" LONG WITH 1/8" DIA SHANKS & 3/8" DIA, HEADS N.A. N.A. AT 10" O.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL Choicel SHALL BE BEYOND WALL DRESSING N.A. Windows: 1st Choice +40/-50 MI WINDOWS 3540 SERIES SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON FL 17676.1 R9 Single Hung (fin) JANCHOR WITH MIN. 1s6" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL +40/$0 MI WINDOWS 3540 SERIES HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS Single Hung (flange) OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK, FL 17676.8 R9 ' 3540 SERIES FOR INSTALLATION THROUGH 2X BUCK USE #8 WOOD SCREW OF i +50.0/-50.0 MI WINDOWS Picture window SUFFIENT LENGTH TO ACHIEVE 1°A" INCH MINIMUM EMBEDMENT FL18644.3 R3 IN WOOD SUBSTRATE. Mullions: 1st Choice MI WINDOWS M-1926 Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE FL 18504.1 Mullion 3/16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A PA M-1926 Horizontal MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM FIL15804.2 lon EDGE DISTANCE Fixed Glass: 1st Choice +50.0/-50.0 US BLOCK 625 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR FL18644.3 R-3 WITH MIN. 11A" EMBED. TO ALL FACTORY DESIGNATIONS 2nd Choice WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 3rd Choice , i i 5/8" MIN. EMBED. INTO WOOD BUCK. Soffit: I 1st Choice +55.0/-35.0 KAYCAN LTD 8" BEADED FEIT VINYL 1 1/2" NAILS 10" O.C. IN I BECTON OF SOFFIT LENGTH FL16503.4 R-3 Hurricane Panels. HURRICANE STORM 24" Ga. DIRECT MOUNT. TOP soli -20 MALE PANELMATE W 46 PSFEXT/ Galvanized / FL16293.1 1st Choice 46 PSF INT. PANEL MFG. INC. Steel Sto m W INGNUTS AT 121h" O.C. BOTTOM c/4"-20 SIDEWALK Panels BOLT w/ POWERS CALK -IN I have reviewed the above components of cladding and have approved their use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: FI. # 56126 Name: TODD M. BORN Certification Number: A. # 82126 Name: Luis Pablo Torres Certification Number: Fl. # 87864 PgLO r T bq�tsi eJ�S.•��ENS No 87864 * m N �07'• STATE OF tl�,Z C 4 M 00 •• i3•• 1 tG A` i. s 00 'Fill , 'O IL > m F Lo W pppp 3 e •• Rio 9C ik g. pBM1 rn d 6 s � LE � Q <� a u N „ m g O oar ,5 ou r 0 Z � as � R UM Z_A�e d 4 O a N g W a Z V O0 s to w www.msH>va.coM � ❑ ❑ ❑ i Z N (D i z N c Q a o a I a I U) Z o 0 �0< i Ei y/`/ o j W O c W a m w i w OO o I x n C N a 0 0 DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: FORT PIERCE Job Information: a N > O z 00 LIJ 2 °° tf t7 1-1 (O OO L2 V z I—YUm � a 0 J W M m J m U) 0 VI Model Name / Number: 2117 Plan Issue Date: Friday, January 24, 2020 KA PROJECT NUMBER: 20-0309 Sheet: Of: S-5 MATERIAL REFERENCE INFO (PSL) FILE rna►lilisir MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE FLASHING REQUIREMENTS THESE DETAILS ARE GENERIC AND MEANT TO SHOW SELF -ADHERED FLASHING . , TEMPORARILY SECURE BARRIER GENERAL FLASHING AND WATERPROOFING METHODS - `WEATHER DOOR ROUGH OPENING TO BE U$ED. R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior i REsisinVE WINDOW UNIT wall envelope shall Include flashing as described In Section R703.4. A water -resistive barrier Is described as a " BARRIER WOOD FRAME CONSTR. material behind an exterior wall covering that is intended to resist liquid water that has penetrated behind the exterior TAPE s EXTERIOR SELFADHERED FLASHING 3/4"•1"BEAD OF CONSTR. SLOPE covering from further Intruding Into the exterior wall assembly. An exterior wall covering IS described as a material or SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER 0.3 in :12.0 in SELF ADHERED FLASHING assembly of materials applied on the exterior side of exterior walls for the purpose of providing a vreather-resistive " OVER RIM JOIST AND UP / THRESHOLD OF DOOR AND RETURN (0.6 cm : 30.5 cm) _ barrier, Insulation, or for aesthetics, Including but not limited to, VOneers, side systems, g siding, exterior Insulation and finish Pssrmae"wixnow; WALL BY 61N. OR JAMB L USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING PRODUCTS DETAILS architectural trim and embellishments such 8S cornices, SOfllta, and fasciae. \WEATHER R703.2 Water -resistive barrier. One layer of No, 15 asphalt felt, free from holes and breaks, complying with ASTM D226 RESISITIVE SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. f TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2Inches BARRIER SEAL TOPS OF JOISTS ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 (51 ram). Where joints occur, felt shall be lapped not less than 6 Inches (152 mm). The felt or other approved material UNDER DECKING shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the (SEE DETAIL WP07) SUBFLOOR requirements of the exterior wall envelope as described in Section R703.1. SELF -ADHERED FLASHING WIRE LATH R708.7.8 Water -resistive barriers shall be installed as required In Section R703.2 and, where applied overwood-based HEAD FLASHING TIE-IN INSTRUXTIONS: - Detail Instructions sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of 1. Cut, told up & temporarily secure weather ' RIM JOIST Grade D paper. The individual layers shall be installed independently such that each layer provides a separate resistive barrier above header to allow for flashing installation Refer to the number marked as ® in each detail that corresponds to the continuous plane and any flashing (Installed in accordance with Sectlon R703.4) Intended to drain to the water -resistive 2. Self -adhered flashing plus head flashing under weather BUILDING numbered items in the list of instructions below: barter Is directed between the layers. resistive barrier and 3. Fold weather resistive barrier back over head flashing1 tape PAPER 1. Install self -adhered flashing in order as shown by numbers 2. install flashing and weather resistive barrier to form water shedding laps Exception: Where the water -resistive baffler that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an Intervening, substantially seal with 2 2 2 O 3. Self -adhered flashing can be substituted for building paper nonwater-absorbing layer or designed drainage space. 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle-fashlon In a manner to prevent entry of Scale: NTs SELF -ADHERED FLASHING FLANGED WINDOW W P 0 1 SELF -ADHERED FLASHING ////�� W P OL SELF -ADHERED FLASHING W PO 3 Scoring Cuts water Into the wall cavity or y 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 FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 5. Remove all release paper per standard installation instructions and building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or grater for proper joint adhere to substrate using a square piece of flashing material (6" x 6" expansion and contraction, ASTM C1261, AAMA ft12, or other approved standard as appropriate for the type of sealant. EXTERIOR SHEATHING RUBBERIZED RUBBERIZED ASPHALT Minimum) Fluid -applied membranes used as flashing In exterior walls shall comply with AAMA 714. The flashing shall extend to the finish. ADHESIVE surface of the exterior wall Approved corrosion resistant flashings shall be installed at the following locations: EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED ASPHALT , F shown Ws 6 old as Y arrows s o by ADHESIVE TO F APPLIED UNDER THRESHOLD DOOR AND RETURN FLASHING JAMB &HEAD FLASHING, SEE ADHESIVE SELF -ADHERED FLASHING 7. Angle of corner may vary, adjust folding of the flashing accordingly t0 fit g Y Y+ I 9 g g Y 1. Exterior window oral door openings. Flashin at exterior window and door o en1 g openings shall extend to the surface of the UP JAMB 6". USE LIQUID NAIL BRAND S FLANGED WINDOW tight t0 Corner exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. St g $ • REFER TO TECHNICAL OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings LETTER ON CHEMICAL SCORED 8. Mechanically fasten as necessary shall be Installed In accordance with one or more of the following: COMPATIBILITY y RELEASE PAPER 1.1 The fenestration manufacturer's installation and flashing Instructions, or for applications not addressed In the SELF -ADHERED SELF -ADHERED FLASHING, �-e • (BEFORE FOLDING, SCORE fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where FLASHING EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE ADHESIVEAS SHOWN) flashing Instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and VERTICALLY FROM door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the BOTTOM OF THRESHOLD exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using an flashing shall 4 g • Pen ngs g P ng a s C MECHANICALLY FASTEN AS incorporate flashing or protection at the head and sides. SECTION -A NECESSARY IN CORNERS THROUGH SELF -ADHERED FLASHING 1.2. In accordance with the flashing design or method of a registered design professional. (SEE DETAIL WP02) 13. In accordance with other approved methods. SELF -ADHERED FLASHING O /.-� \ 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. V z 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both SELF -ADHERED FLASHING 5 sides under stucco copings. NAILING FLANGE 1 OO 4 3. Under and at the ends of masonry, wood or metal copings and sills. DO NOT FLASH OVER BOTTOM NAILING 8 SEAL TOPS OF JOISTS UNDER DECKING DETAIL WP07) 8 6 7 4. Continuously above all projecting wood trim. FLANGE (SEE 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. SELF -ADHERED FLASHING /� W PO4 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK W P05 SELF -ADHERED FLASHING W P06 HALF ROUND WINDOW INSIDE CORNER 7. At built-in gutters. SELF -ADHERED FLASHING DECK PROTECTOR I a SHEATHING 7/8" Cement Plaster in accordance with 718" Cement Plaster - - _ ASTMC926 in accordance with . ---` SELF -ADHERED ASTMC926 FLASHING PATCH ' Felt backed metal Felt backed metal lathe in accordance lathe in accordance SELF -ADHERED FLASHING with ASTMC1063 with ASTMC1063 DECK PROTECTOR / III Building Paper Building Paper j 7/16" O.S.B. 7/16" O.S.B. sheathing sheathing DOUBLE SINGLE JOIST %% Metal Keep top edge JOIST SELF -ADHERED FLASHING Flashing Of Weep SCr98d SELF -ADHERED FLASHING 1 2" below top of 2 3 1/2" block 3" MIN - Unperforated .., - ... 4 Flange 7/8" Vulcum Weep Screed auk bottom co O 5 j nt only Maintain Metal Flashing Bottom of 3-1/2" Unperforated SELF -ADHERED FLASHING \HO.8362x;DECK JOIST W P07 SELF -ADHERED FLASHING OUTSIDE CORNER W P 08 APPLY LIQUID FLASHING TO THE MASONRY OPENING HEAD, JAMB, SILL IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, BEFORE W P09 Weep Screed 1 1/2' to 2" Flange 7/8" Weep Screed INSTALLATION OF THE SUCK/RECEPTOR. Above Roof Sheathing 1 /P" Cementitious Decorative Finish o • • o, All inside and outside will ,•"0' EXTERIOR WINDOW UNIT n edto be miter CEMT. FIN. cut and caulked all Cement Plaster •, butt joints need to BUILDING PAPER SLOPE SLOPE in accordance with ASTMC926 o o, becaulked using SLOPE 0.3 in: 1 in 0.3 in: 12.0 in (0.6 cm: 30.5 cm) 0.3 in: 12.0 in (0.6 cm: 30.5 cm) over wood 2nd floor Vulcum caulk for all 30 (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING WIRE LATH SELF -ADHERED FLASHING `- - - EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH 1/2" Cement SELF -ADHERED FLASHING Plaster Finish '. Block WIRE LATH < 2 1/2" Perforated °• Flange 1/2" Weep BUILDING PAPER BUILDING PAPER Cement a, Screed Plaster over block EXTERIOR Istfloor WINDOW UNIT CEMT. FIN. Install bottom Slab edge of weep screed 1" below finish floor OPTIONAL DETAIL 3 3 Note: O The building paper and metal lath must be installed over the top of WEEP SCREED DETAIL SELF -ADHERED FLASHIN W P 1 0 SELF-ADHERED FLASHING WP 11 SELF -ADHERED FLASHING W P 12 SCALE: NOT TO SCALE CEMT. FINISH WINDOW HEAD CEMT. FINISH WINDOW SILL CEMT. FINISH PARAPET WALL the Weep Screed. 0 f.. C7 CV r O U-) Ld 'oo = U]rr CD Vd -0 cn tTSCL p LLB ' U7 O� U) +r CD N T CD e, �rR iCo k { �I :r4 Fi LL �' J cx d' ' A RRwx 'Lo CL 77 x rt i@6Sv�i � t y4 '� l .c N J U J CfJ � {J7 N��JyJ 1µ�T�) I..L N~ FILE COPY �n