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HomeMy WebLinkAboutBuilding PlansTERMITE SPECIFICATIONS: TRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIAINDEX F D AWINGS R318.1 CAST IN PLACE CONCRETE CODE CRITERIA TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, SHT N0: TITLE S GTH AT 28 DAYS OF 2500 PSI SLABS 3000 PSt COLUMNS AND BEAMS) A SLUMP OF 5" BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE F40RIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." NOTES: 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSI TREN ( ) ( PLUS OR MINUS 1", AND HAVE 2 TO 5%AIR ENTRAIN ENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 1 1/2" TO FORM U.N.O. 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LBS OF FIBER PER CUBIC YARD. 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM A1515/ A615M GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS• TOP FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL FLORIDA FIRE PREVENTION CODE 6TH EDITION (2017) FLORIDA BUILDING CODE ACCESSIBILITY 6TH EDITION (2017) NFPA 70-14, NATIONAL ELECTRICAL CODES (NEC 2014) & 6TH FBCR Ch. 34-43 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 31814) SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301-10) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2015 EDITION 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. REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL M805 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 OFF 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 PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. WOOD FRAMED CONSTRUCTION MANUAL 2015 EDITION APA PLYWOOD DESIGN SPECIFICATION 2012 EDITION. AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE/SEI 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 HAVING JURISDICTION. 2. WALL 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 (B) LOCAL STATE AND FEDERAL BODIES R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C 926 AND ASTM C 1063 AND THE PROVISIONS OF THIS CODE 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90-014, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 1900 PSI (f'm -1500 PSI) 2, MORTAR SHALL BE TYPE"S", CONFORMING TO ASTM C270-12A. 3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. DEFLECTION CRITERIA ROOF TRUSSES* ROOF RAFTERS ROOF RAFTERS (W/O CLG) FLOOR TRUSSES/ BEAMS ** FLOOR I -JOIST*** LL/360 LL/180 LL/360 LL/360 LL/480 TL/240 TL/120 TL/240 TL/240 TL/240 COMMMENTS: EXTERIOR W ALL LATH ATTACHEMENT LATH AND ALL ATTACHMENTS SHALL BE OF CORROSION RESISTANT MATERIALS EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED TO WOOD SHEATHING WITH 11/2" LONG, 11 GAGE NAILS HAVI&9 A 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR 1OFT, WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL MS05 ON LINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS.. 7, GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF 7/+6" HEAD OR 7/8" LONG 76 GAGE STAPLES, SPACED NOT MORE THAN 6 INCHES ON CENTER VERTICALLY AND HORIZONTALLY (REF 20.7 EEC 8703 7 1) *TL MAX 2" UP TO 4OFT SPAN * *TL MAX 3/4" *** TL MAX 1/2" 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. GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. 8. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 9.. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING" SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS',FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. 11. CONSOLIDATE AND RECONSOLIDATE. GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. GENERAL ROOF LOADING R703.7.3 WATER -RESISTIVE BARRIERS. WATER -RESISTIVE BARRIERS SHALL BE INSTALLED WHERE CEMENT PLASTER (STUCCO) IS TO BE APPLIED OVER WOOD CONSTRUCTION SHINGLE METAL TILE HEAVY 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 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. SYNTHETIC HOUSE WRAP. 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. • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. • AT WALL AND ROOF INTERSECTIONS • AT BUILT-IN GUTTERS. - ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (I.E BLOCKING OR GABLE END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F. #2. 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED. BY OTHERS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA.. SHALL HAVE STUD PROTECTION SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING, LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SEX) DOES NOT. 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP 1.7E Fb=2400 PSI MIN. SHEATHING REQUIREMENTS ALONG W NAILING INFORMATION OTHERWISE; 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOORS Q MENTS 0 G / ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR OR OSB FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. WALL SHEATHING: 7/16" STRUCTURAL I OSB EXPOSURE 1 OR 15/32" RATED OSB EXPOSURE 1 A MINIMUMS/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL TOP CHORD LL TOP CHORD DL 20 7 20 7 20 15 20 25 BOTTOM CHORD LL* BOTTOM CHORD DL 0 10 0 1010 0 0 10 TOTAL (PSF) 37 37 45 55 BOTTOM CHORD LL (OPT) ATTICS W LIMITED STORAGE / ATTICS W/ HAW STORAGE * ATTICS W/ NO STORAGE (NON -CONCURRENT) 20 50 10 - , NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN APPROVAL FROM FOR OR INDICATED ON PLAN p GENERAL FLOOR LOADING TOP CHORD LL 40 (PSF) I COMMMENTS S E WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY 11 - BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED. INTERNAL PRESSURE COEFFICIENT +/-0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 3OFT 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 ARE ® i O (+) 27.6 (+) 27.6. 10 (-) 29.9 (-) 37.0 (+) 26.5 (+) - 26.5 20 (-) 28.8 (-) 34.4 s Q 50 (+) 24.8 (+) 24.8 O GD (-) 27.1 (•) 31.1 Qs (D YYY (+) 23.4 (+) 23.4 100 (-) 25:7 (-) 28.8 kk DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x 7'-0" 16'-0" x 7'-0" (-) 51.3 (+) 24.3 (+) 233 (-) 27.5 (-) 26.0 GENERAL PRESSURE 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 DETAILS & SCHEDULES 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS S-3 DETAILS o S-4 DETAILS S-5 PRODUCT INFO SHEET WP WATERPROOFING DETAILS P-1 OPTIONAL PORCH " M-1 HVAC Y 'o � ,`0514i 111)flf �gLO TO,S,fl°., o E .,� g •,• •E t ,, A eij 04 No 18 ' d A� +`��� y ttpft 111It )/�%0 0 U Q 0 c i m e a� (oov Same 0 W N .5 W "€ N dmm F aloo 5 gs8 �gg� a �•, at u ae 0 NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS PECIFI D. TOP CHORD DL 10 (PSF) 'a - $ ' 10,1B a R� w PRE ENGINEERED WOOD TRUSSES BOTTOM CHORD u o(PSF) SEE FLOOR PLAN FOR ACTUAL PRESSURES 00�s W a a� a w w BOTTOM CHORD DL 5 (PSF) "' M 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER D a �� a s STRUCTURAL PLAN N3 �.�g 3 o 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS SPECIAL FLOOR LOADING g m ^ d -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. I " m m O 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO GAME ROOM 60 (PSF) COMMMENTS o 'g a $ $ Z N f m $ < :g �a WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD.. BALCONIES/ DECKS 40 (PSF) S;; A 0 d p v7 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) c m �, 2.6 W cai 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY LIGHT STORAGE 125 (PSF) : 'p °- r ¢ @'a " WNM1Y.FDSENU.C6M ❑ ❑ ❑ THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. ARIES 5 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. LIB READING ROOMS 60 (PSF) 2 M '2 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. m o STACK ROOMS 150 (PSF) SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, v Z N o ?: AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED GUARD RAIL ® HAND RAILS (d) 200 (PSF) ,"� z M 2 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 _ S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) ` ¢`o SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 (PSF) f 2 STAIRS 40 (PSF) - a UPLIFT CONNECTORS FOOT NOTES z d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG N �_ S ilf t1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED THE TOR 4-0 8 Q) TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD f. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A "' �- + NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR ,� E MORE INFO. - HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. _ E �J F C) c -oo FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: L d M M FM 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, It is the intent of Designer/Engineer listed in the titleblock of these N F o E ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. documents that these documents be accurate, providing Licensed o M , 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 " _ rR P " 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG #5 BAR INTO 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error. The Builder and all subcontractors are required to c o � o Q THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY ADHESIVE) MIXED PER THE MFGH'S 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE review all the information contained in these documents, prior to ® ¢ o m cl INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 6TH EDITION (2017) RESIDENTIAL. the commencement of any work. The Designer/Engineer are not DUBONDBEAM POUR PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY responsible for any plan errors, omissions,or CONTROL OF CONSTRUCTION SITE: undetected and not reported to the Designer / Engineer misinterpretations to 3 � UA HQ 3. FOR MORTAR JOINTS LESS THAN 1/4% PROVIDE (1) #5 VERT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. construction, All construction MUST be in accordance to the 3 ES 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 information found in these documents. Any questions regarding LINTEL STRAPS R MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH 1 SIMPSON MTSM16 TWIST STRAP W 4 1A"x 21A" TITENS TO CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE information found in these plans should be directed to our Quality FLORIDA CONTRACTORS LICENSE NO. CRC1330146 4. MISSED FOR () / () 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 p Q y �' MASONRY AND (7}10d NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1720#). IF CORNER STRAP IS Assurance Manager at 321.972.0491 immediately. No backcharges R TO INSTALL SIMPSON HGAM10 W 4 1 4" x 11 2" SOS 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 b the Designer/Engineer d 3000 GULFBREEZE PARKWAY MISSED CONTRALTO (2) M / O / / O / / y PERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED T0, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROTECT, OR AFTER" GULFBREEZE, FLORIDA 32563 CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON. without advanced notification and approval the = NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 1N A ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS, ARE Designer/Engineer. Payments will be made in accordance to the a MISSED, CONTACT THE FOR FOR SUBSTITUTION. terms of the agreement. r DIVISION LOCATION: z PORT ST. LUCIE 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (20) h Job Information: 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 - d FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. R _MASTER VI I NS a i- ti DATE DESCRIPTION - ---- 0 CN 00 i DAMS 111ES LL I m Of Northwest Florida o a r r z m 0 CL OM - - w 0JLJJ� o0 0 N Jm(nU) ID v U mV1 Model Name / Number: 3000 GVLIFBRC, E rAR Y GULFBREEZE, FLORM 22563 010CP--o3C/ 'i�;/020 2010 _- REVIEWED FORVT Plan Issue Date: C DE .COMPLIANCE Tuesday, January 14, 2020 � U E COUNTY V1 KA PROJECT NUMBER: " -- --MODEL �,' CC Y 19-7913 -�201111111111IMMI11111111111i NSheet: Of: COVER SHEET Fale Cc n ro ' m — — — — — — — — — — — — — - — — — — — — —.'— — — — — — -� CD11 I I C6 M3 BM3 I 1 S-3 I TYR I TYR I I h m Mb COVERED PATIO 20'0" x 10'0" OI 1 m I l q o 25 SH I O I EGRESS 49 DBL.25 SH I 2868 DBL 25 SH I O © O BIBB SHOWER TTUBHOSE BEDROOM #2 ;� LIVING ROOMWCEIILING °tVAULT CLG. 36" FLAT BAR ON341h WALL NTOP ti o -0„ CLG. y 12'4" 2'-4' 3'-4" 4'-10" 2'•6" 16'-y0" 3'-6" 5'-0" 2%7" y'-g" Cry li x m ----- --- _ r — -, ----- O 10 co I D I ID N N INTERIOR RIDGE LINE N q— — — - —— - — - — - — - — - — - N 12'-10" rO rD1L-2068 ; 22"x36" — — — - REF. KITCHEN •N WIC — — — N 1 Q 1'-6" COL. TO BE I i�o 2668 VAULT CLG. I BO FRAMED TO CLG. 1 8' CLG. 8' CLG. w :700R,PER m ---- 1 ----- 'y Z - 8'. s I RANGE/HOOD5'nCCESSIBILIz m of ODE 1.0 Oou- \ 3068 i, ° N isF . c6WALL 1_7, 5,$„ 3._0" 2,-7" ' 17'-0" -- 4,_2,� 4.-0„ 4._8^ q - I - BRK IN 12". SQ. 8' CEILING 2ss� M DBL 2068` R/A m CLG. LINE COL. TYP. - ' GRILL q OF 2 -- 2666 -- - --- — - - BRIT. T— — — OWNERS BEDROOM Sol. m _ fr2- --------- --------- ---- IN CLG. 8,�" 4.5„ [E]v q 8'-0" CLG. N m 8.6" i 4'_2" N x w u7 PROVIDE PLATFORM 1'-0" ' 4 A O FOR HVAC UNIT VERIFY SIZE WITH DINING ROOM STUDY I MFGR 2,-8�, 8' CEILING FOYER I I W CEILING ' LAU N I I N BEDROOM #3 8' CLG OD i i 1 1 p 8' "CLG. p z I la tl VERIFY i i I ti LOCATION CG 1 I I W/ BUILDER DRYER VENT— O (� 12 10 THRU ROOF D D F 16,�,� .l 11'-6" �i 2'-2° A ♦ ' 9' 4° 12 10 I ' HANSON BOX @ 36" AFF ' W Il H2 C-CA L — J rl.. 2568 ` EGRESS BW2 C2 MS03 W.H. 2 BOW TOP EGRESS EGRESS °177'1 ` DBL 25 SH S1 O 20'-0" 6'•2" „ ��� `11'-8" O 3'-8"Z NOTE: BUILDER TO PROVIDE ; OTECTION pULLDN STAIRS 111 NT Y BM3 °� O ' CRUCIAL DIMENSIONSREQUAPPLIAREDEB IF YMUNICPALITY. ' SEE SHEET 4 FOR DETAILS •-------------= 22 1/2"x 54"MIN; ;; BM3 �° R m 1 FRAMER START LAYOUT HERfl,7 ` °c ` — M _____—_--- — — -- — -- — -- — -- — — co ALT. BASE CONNECTION TO HTT4 ❑. ----- ---- ----- --.--- Y (1) SIMPSON DSP EA. SIDE @ENTRY ONLY.. D S-2 12,$„ q 13,,6" oD BEAM DIMEN. N 2 GARAGE 3" N 8' CEILING __ _--_-G.T.EL_EVATION_"A"--_------_---- - •---------------- -r ---� _ - -r z w 1 , I I 1 0 , HOSE S12 S-2 BIBB ; t Li 16 X 7 OVERHEAD DOOR 14-11.. Ak SLAB DIMEN. .SLAB DIMEN. 20'-0" 55'-0^ FLOOR PLAN "B11 SCALE: 1/4" = 1'-0„ 160 MPH OPENING PRESSURES ENCLOSED - EXPOSURE B 75 +27.6 / -29.9 B +27.6 / -37.0 `7 © +26.5 / -28.8O +26.5 / -34.4 O+24 8 / -27 1 +24.8 O+24.3 / -27.5 O +23.3 / -26.0 NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE 'ALLOWABLE" PRESSURES WALL LEGEND 0 N a FRAMED WALL m BEARING FRAME WALL `o ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR € STUD SPACING AND GRADE. m MASONRY WALL 3 gtfl1TOa 0`, GENERAL NOTES E :c N FRR��) N > No 64 '. O M r * C N R302.5.1 Door from garage Into house must be a minimum 1 3/8" solid wood door, solid or c honeycomb steel door, or 20 Minute fire rated door. 3 <.�'. STAT OF 013 e Q � Bathroom exhaust fans must vent to the exterior of r ;, ^ '•:�( p P•' \"�+� the building, exhaust to attic space and soffits tiis not t through O ��O N p,1-ECa �a —I acceptable. Ventilation shall be the soffit if solid soffit is Installed 5'-0" on each side of b OfOhoro 6 @ itt°\ the venting. y y_ R302.6 The garage shall be separated from the � residence and it's attic by not less than 1/2-inch Q (12.7mm) gypsum board applied to the garage side. Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch a (15.9mm) type X gypsum board or equivalent. Where g the separation is a floor -ceiling assembly, the structure supporting the separation shall also E protected by not less than 1/2 inch (12.7mm) m gypsum board or equivalent. g w 88C13 W 8 °tic P�(r mom R312.2.1 Window sills In dwelling units, where the # opening of an operable window is located more than 's € =w aO r R a, d � re D mmd 72 inches (1829 mm) above the finished grade orW � 9 a� surface below, the lowest part of the clear opening yxy a 10m `° � ni a of the window shall be a minimum of 24 inches dQ s ¢ i` ui vi (610 mm) above the finished floor of the room in LL s Wawhich the window is located. Glazing between the ; '^ 8 i=.�'Z '3°i a zfloor and 24 inches (610 mm) shall be fixed or have °' 8 a�E R"'a3 o openings through which a 4-inch-diameter (102 mm) ws° Wsphere cannot pass.ola M R308.4.2 All windows within 2'-0" of doors and in 's 8 ° o: o3""'D shower or tubareas will be safety tempered glass. 8 g v 8� $N o � � a ti S a o µryywy FDSENG.COM ❑❑❑ Ceiling for exterior entries and covered porches to have 7/16". span rated OSB nailed per zone on 2 roof diagram nailing schedule or 5/8" CDX. 10 U O 1X T&G acceptable for substitution. $ Z N a Z M EC: R402.2.4 Access doors from conditioned spaces to Z unconditioned spaces (e.g., attics and crawl spaces) Q o shall be weatherstripped and insulated to a levelr- equivalent to the insulation on the surrounding — s surfaces. z ° Ln U 8 Laundry Note: (Unless noted otherwise) Provide dryer N Q)'. vent thru roof max. Igt. 35'-0", washer & dryer units w (washer unit to be always on left side when facing — o E units) hanson box @ 36" aff Zo U - 8 uns E •w Ceilings for exterior entries and covered porches to be 2c m OSB on underside of roof trusses shall be S V) = 3 ro attached to all framing members with 2x blocking U. E provided at perimeter. The OSB shall be attached w/ ad — o` o nails at 6" O.C. field and 4" O.C. at edges or 7d screw c _I shank 3" O.C. field and 4" edges. Vinyl ceiling to be 0,. attaches to OSB per manufacturer specifications , U y o �' 0 0 nV; Pa s < ca m ® DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBRIEEZE PARKWAY GULFBREEZE, FLORIDA 32563 a € DIVISION LOCATION: PORT ST. LUCIE Job Information: SEE SHEET 3.1 FOR DETAILS AND SCHEDULES AREA CALCULATIONS 1st FLOOR 2010 S.F. TOTAL LIVING (AC) 2010 S.F. GARAGE COVERED ENTRY "B". COVERED PATIO/LANAI 425 S.F. 87 S.F. 200 S.F. TOTAL AREA UNDER ROOF 2722.S.F. ® a) H W Z LIw > W > > M 00 4 N y M J W _jm()(n o LL Model Name / Number: 2010 Plan Issue Date: Tuesday, January 14, 2020 KA PROJECT NUMBER: 19-7913 Sheet: 2 Of: FLOOR PLAN COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPLIFT(Lb) C1 (3) 2 x 4 #2 SPF (4) - 16d TOENAILS 0 C2 (3) 2 x 4 #2 SPF DTT2Z W/ 1/2" WEDGE ANCHOR* & (8) 1/4" X 11/2' 2145 SDS SCREWS C3 (3):2 x 4 SYP. #1-OR- (4) -16d TOENAILS 0 C4 (4) 2x 4 SPF #2 DTT2ZW/ 1/2" WEDGE ANCHOR* & (8) 1/4." X 11/2" 2145 SDS SCREWS C5 4 x 4 P.T.#2 ASU44 W/ 5/8" ATR** G = 6665 U = 2200 SYP POST & (12) -16d NAILS 6 x 6 P.T. #2 ABU66 W/ 5/8" ATR** G = 12000 C6 SYP POST & (12) -16d NAILS U = 2300 8 x S P.T. #2 ABUS8 W/ (2) - 5/8" ATR** G = 24335 C7 SYP POST & (18);- i6d NAILS U = 2320 FC8 3.5 x 3.5 P.L. .1.8E Fb=2400 PSI HDU5SDS2.5 W/ (14) 1/4" x 21/2" SDS WS & 5/8" EPDXY 5645 (WOLMANIZED IF EXT.) ANCHOR, OR ATR** 3.5 x 5.25.P.L. HDU5SDS2.5 W/ (14) 1/4" x C9 1.8E Fb=2400 PSI. 2 1/2" SDS WS & 5/8" EXOPY 5645 WOLMANIZED IF EXT. ANCHOR, OR ATR** CIO 3.5 x 7 P.L. 1.8E Fb=2400 PSI HDU8SDS2.5 W/ (20) 1/4' x 2 1/2' SDS WS & 7/8" EPDXY 6970 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** C11 5.25 x 5.25 P.L. 1.8E Fb=2400 PSI HDU8-SDS2.5 W/ (20)1/4' x 2 1/2" SDS WS & 7/8" EPDXY 7870 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** 7 x 7 P.L. HDU8SDS2.5 W/ (20) 1/4" x C12 1.8E Fb=2400 PSI 2 1/2" SDS WS & 7/8" EPDXY 7870 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*** CO LUMNATCH NOT ES GENERALSTUD 1. SEE FLOOR pLANFOR WALL WIDTH. PACKS TO WALL WIDTH UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL WF37/S-3 4. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2" ATR 6" EMBEDMENT FOR 5/8" ATR 8" EMBEDMENT FOR 7/8" ATR 5. IF [C] COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT) 6. SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION 7. SAME NOMINALSIZE PARALLAM COLUMNS (1.8E) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS OMMON NAIL . PNEUMATIC GUN COMMON co F PNEUMATIC DIC NAIL DIA: LENGTH NAIL SPACING 8d OA31" X 2'h" 0.131" X 2'h" SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS 10d OR 12d 0.148" X 3" 0.131" X 3" SEE PLAN BLOCKING & TOE 0.148" X 3'A" OA31" X 3'A" NAILS & TOP PLATE 12d OA48" X 3'A" 0.131" X 3'A- 8" O.C.(COMMON) STUD WALL 6" O.C. GUN NAIL CORNERS 10d 0.148" X 3" 0.131" X 3" 8" O.C.(COMMON) ISTUD PACK 6" O.C. GUN NAIL COLUMNS 16d" 0.162" X 3'h" 0,131- X 3'A" (2) 16D(COMMON) ISEE PLAN (3) 16D ( GUN NAILS) BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT MARK SPACING SPECIES CAP.(plf). TOP BOTTOM F NO.I BW1 16" (2) 16d TOENAILS (2) 16d TOENAILS SPF UPLIFT BVV2 SP2 W/(6}10d. SP1 W/(6}10d 16" STUD, (6)10d PLATE STUD, (4)10d PLATE SPF 402 BW3 16" (2) SP2 W/ (6) 10d (2) SP1 W/. (6) lOd i'I SPF 803 STUD 6 ieO PLATE STUD, (4)10d PLATE NO BW4 1.6" (2) 16d TOENAILS (2) led TOENAILS SYP UPLIFT BW5 SP2 W/ (6}1Gd SP1 W/ (6}10d 16" STUD, 6) 10d PLATE STUD, 4 10d PLAT SYP 439 (2) SP2 W/ (6)10d SP1 W/ (6)-10d BW6 16„ STUD, 6 10d PLATE STUD, (4) 10d PLAT SYP 87S NO BW7 12" (2) 16d TOENAILS (2) 16d TOENAILS SPF UPLIFT BW8 SP2 W/ (6}1Od SPi W/ (6)-10d 12" STUD, (6) 10d PLATE STUD, (4) 10d PLATE SPF 535 BW9 (2) SP2 W/ (6) 10d SP1 W/ (6j10d 12" STUD, STUD, PLAT SPF 1070` BW10 12" (2)16d TOENAILS (2) 16d TOENAILS SYP 0 BW11 SP2 W/ (6}10d SP1 W/ (6}10d 12" STUD, (6)10d PLATE STUD, (4)10d PLATO SYP 1 585 BW12 12" STUD, (6)10d PLATE STUD, (4) 10d PLATE SYP 1170 BW13 NOT USED TOP OF WALL OUBLE 2x TOI PLATE SEE PLAN MASONRY WALL OR ICF WALL. SEE PLAN 2x STUDS PER DOUBLE 2x HEADER PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WF09/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH SEE MS03/S-1 FOR NO UPLIFT CONNECTORS BRG WALL TO INDICATED IN WF09 CAN MASONRY WALL BE IGNORED. CONNECTION INFO 2x MID -SPAN BLOCKING CONNECTORS W/ (2) 12d TOENAILS @ TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN 8'-0" SCHEDULE ABOVE F.F. SEE FOUNDATION PLAN FOR MORE 32 D.C. W/ 7' INFO EMBEDMENT OR 1/2" A.T.R. W/ SIMPSON SET W/ .'. SW= SHEARWALL MIN. 7" EMBEDMENT PAST STEP DOWN. REQUIRES MIN ALT.: SIMPSON 1/2" TITEN HD @ 32" O.C. 7/16" OSB PLYW'D W/ SAME EMEDNT W/8d NAILS AT 4"o SEE GENERAL NOTE #8 BRG. WALL DETAIL IN FIELD AND EDGE• GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED UNO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 LINO ON PLAN. 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. SP4, SP6 AND SP8 CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SP1 AND SP2 INDICATED INSCHEDULE ABOVE 5. IF "BW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE WF06/S3.10R INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO FIRST FLOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORY PROJECTS ONLY) 6. IF "SW" IS INDICATED THE WALL IS CONSIDERED A SHEARWALL AND REQUIRES MIN. 7/16" OSB PLYWOOD W/ ad NAILS AT 4" O.C. IN FIELD AND EDGE TO (1) SIDE OF WALL 7. ALL 2x EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALLSECTIONS S FOR STUD SPACING AND GRADE S. IF THE BEARINGWALL IS INDICATED WITH THE BW1, BW4,BW7, BW10 THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS. ARE TOE NAILED TO THE PLATE AND THE 2x PLATE CAN BE ATTACHED WITH HARD CASED NAILS (GUN NAILS) AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 9. SP1/SP2-DRIVE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHI EVE THE BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS (2) - 2 x 8 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) L[SM1� OSB FLITCH PLATE. NAIL SIMPSON LSTA18 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 2 x W #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BM BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @ 12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) - 2 x 12 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) M3 OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BEAM TOGETHER USING (2) SIMPSON HTS20 TO WOOD POST ROWS OF 12d NAILS @.12" OR (2) SIMPSON HETA16 TO CMU O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) -13/4" x 11 1/4" LVL CONNECTION: PROVIDE (2) 2.0E Fb=2600 PSI.. NAIL BEAM SIMPSON LSTA24 OR (2) BM4 TOGETHER USING (2) ROWS SIMPSON HTS20 TO WOOD POST 1/4" x 31/2" SDS WOOD OR (2) SIMPSON HETA16 TO CMU SCREWS @ 16" O.C. TYP. COL. U.N.O. ON ROOF PLAN. EACH SIDE. (2) -1 3/4" x 11 7/8" LVL 2.OE Fb=2600 PSI. NAIL BEAM CONNECTION: CONNECTION: PROVIDE 2) ( M5 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR 1/4" x SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWSS 0@ 1 16" O.C. TYP, OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) -13/4" x 16" LVL - 2.0E Fb-2600 PSI. NAIL BEAM CONNECTION: PROVIDE 2 ( ) M6 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 3 1/2" SOS WOOD SIMPSON HTS20 TO WOOD POST SCREWS @ 16" O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. GENERAL BEAM NOTES 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN. 4" BEARING EACH END) 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM. INDICATIONS. 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. HEADER SCHEDULE MARK HEADER SIZE REMARKS W1 (2) - 2X6 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H2 (2) - 2X8 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H3 (2) - 2X10 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H4 (2) - 2X12 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET HS (2) - 1 3/4' X 11 1/4 ATTACH TOGETHER W/ (2) ROWS 1/4" X 312' LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 16' O.C. TYP. EACH SIDE H6 (2) - 1 3/4" X 9 1/4 ATTACH TOGETHER W/ (3) ROWS 1/4" X 3 12' LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 16" O.C. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS & STUDS RED. AT OPENINGS OPENING 2x4 WALL 2x6 OR 2x8 WALL JACKS KINGS JACKS KINGS SIZE EA. END EA. END EA. END EA. END V-O" 3'-11" (1) (2) (1) (2) 4'-0„ - 9'-0' (2) (3) (2) (2) 10'-0"- 16'-0" (3) (4) (3) (4) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE 1st FLOOR SEE PLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS LINO ON PLAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/S3 5. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12" o.c. ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER. 6. FASTEN ALL HEADERS TO KING STUDS WITH (3) 12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. (*) SLOPE MAY VARY " MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION TREINF. RADE 9EE PLAN N z (, N r r 16" (2) #5 REBAR FM01 SINGLE STORY FIG REINF. SEE PLAN _F-F 8 (1) �*5REBAR (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION B" OPTIONAL CURB FOR F F_ VARIES MASONRY @ ELEV. 0'-0+� • - - - W/ (1) - #5 BAR CONT. i • ° o I 2 STORY: 20" X 20" REINF. N '," ; W/ (3) - 05 CONT. SEE PLAN BEARING 16" (2).#'5 REBAR 1/2" = 1•-0" 1 FM02 I SECTION @ GARAGE 1/2" =1'-0" FM03 I THICKENED EDGE I 1/2"=r'-O" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE OF GARAGE DOOR. EXTEND 6" BEYOND F.O.M. EACH END, TYP. I GAR.. RN, FLR. I ALIGN DRIVE W/ BOTTOM OF1 RECESS & PITCH DRIVE 12 STORY: 20" X 20"I 4" CONC. DRIVE W/ 1/2" EX W/ (3) #5 CONT. JOINTS 10" O.C. TYP. 16" (2) #5 REBAR FM09 I SECTION @ GAR. DOOR T 1/2"=1'-O" 2x BRG. WALL 2 STORY: 20" X 20" (SEE FLOOR PLAN W/ (3) - #5 CONT. FOR MORE INFORMATION) EE PLAN 4" 16" 4" 245 REBAR FM11 STEP DOWN BRG. 1/2" =1'-0" OPTIONAL CURB SLOPED GROUT SEE PLAN OR MASONRY AT. TO DRAIN 4"x 4"x 16"w wSEE PLAN ELEV. 0'-0" WITH CURB C t; TYP. SEC. (1) #5 BAR CONT.. F 8" ,I• (G.C. VERIFY) 60 I I Z� F.F. REINF. i i0 i . �: _ _ _ _ - ■ (SEE PLAN) 2 #5 CONT. INSTALL LINING ` ',:*ss; -:' w ci 2 #5 BENT BARS W/ MATERIALS PER _ w w MIN. 25" LAP SPLICE m yr- m .ep eI FBGR P2709.2 /•l MUDDED FLR. AL 16 y • SLOPED TO DRAIN MIN. #5 CONT. FM14 I SECTION @ RECESS SHOWER 1/2" = r-D" FM18 TYP. STEP FTG. DETAIL 1/2 = 1'-0' ALTERNATE: REINF. THE REINF. BARS SHALL BE GRADE CONTINUOUS AROUND CORNER #5 CONT REINF. SEE PLAN SEE FND FOR BY COLD BENDING THE MIN. BAR LAP OF 25" BAR WITH QUANTITY #5 X 25" X 25" CORNER BAR ONE TC FOR EA. HORIZ. REBAR, TYP, U.N.O. (2) #5 REBAR A/C CHASE 2 STORY: 20" X 10" 4" PVC SLEEVE THRU FOOTING W/(3) - #5 CONT. FM19 I TYP. CORNER BAR DETAIL 1 1.1/2"=r-0" FM23 I TYP. FND PENETRATION 1/2'=1'-0"I. 5 QPpLO ``�. E ,�. J�0 , E N •. 9� ',i 0 o 0 ' v G N No 87 64 o � � _ Z 3 13 STATE OF r �;. -' 8 .c P .' •cam+` R rl`jgjlillia91111 per. a c :E m cq o 2F y SFin f g a m M pNp 00 ak 9k qk li €2"`w Ml D�mrno 57, 01Qr`i� w N 0. a z mea d 5 Z� <'zo Ali Y mph WEtig OO m J LL U 2 Q �av @ d '9 6 W6 W WI.FDSENG.COM Cl❑ ❑ ' d a O Z m N m N Z M C Z M IL 3 a c - Z s 0 o N U a y w o I u 0 v'i c N m pw a w ENE '� = N a my m d am ®DAMS HOMES n I A FLORIDA CONTRACTORS LICENSE NO. CRC1330146 a v 3000 GULFBREEZE PARKWAY p GULFBREEZE, FLORIDA 325W u DIVISION LOCATION: PORT ST. LUCIE Job Information: N N w00 y 1e� e e e m m m N Z m o N n- Q J LU =) o0 0 J m U) U) '0 w Model Name / Number: 2010 Plan Issue Date: Tuesday, January 14, 2020 KA PROJECT NUMBER: 19-7913 Sheet: w ■ Of: SCHEDULES & DETAILS fie Lopy LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING S.F. LIVING= 2,010x3 = 6030 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 200 GEN LIGHT'G & RECEPT. + APP. CIR. = 34,580 SUBTRACT 100 % OF FIRST 10.000-10,000 A= 24,580 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000 A/C (AUXILIARY HEAT STRIP) 10,000 B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS @ 100% = 10,000 + 40% OF "A" = (.40 x 24,580) = 9,832 + 100% OF "B" = (20,000) = 20,000 TOTAL WATTAGE = 39,832 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 166 200 AMP PANEL PROVIDED ASSUMED EDGE OF WALL in in 2x6 WALL (FLOOR TO CEILING) USE 2 RED HEADS TO ANCHOR WALL IFM24.1IALTERNATIVE PROTECTION BARRIERI N.T.S. INSTALL FAN BOX PREWIRE�C� INSTALL FANS BOX PREWIRE 1� — — — — — — - — — — — — — — _.._ I I I I INSTALL FAN BOX PREWIRE WP - .FOR D/W GFI r- ---I FI - - _ _ ® r IG I I FI I I I FOR HOOD ' I IGFI I l O � IGFl GFI 220 GFI I I VIM ��,_ — I 220 I I I I F GFI , I r @42"1 / w� W.H. 220 GFI @ 42" ( R77TC ELEC7RfC IF REQ'D BY CODE; / j NOTE: `-------------' LOCATION. OF METER AND PANEL BOX TO BE BY BUILDER. IF NO GARAGE SERVICE DOOR IS PROVIDED A DISCONNECT SHALL w BE ADDED AT METER LOCATION. g �Lu / z z uj LLJU W / Lu GFI @ 42" GFI FOR GARAGE . DOOR OPENER ------------------------- ------------ I , � l I � I , I I 1 I— - — - — - — - — - — - — — - — - LIGHT I , LIGHT LIGHT GETS DELETED ' w/ MASTER BATH OPT. SHOWN BELOW ATTIC ELECTRIC I n 1 ,IF REQ'D BY CODE — �--- � �--- FAN PREWIRE/u % w I I ul WP iel GFI ilf ,ol i m n NOTE. KEEP COACH LITES OUT OF BANDING, QUOINS, AND ROUND COLUMNS WHEN POSSIBLE. REFER TO ELEVATION FOR TRIM. ATTIC ACCESS , INSTALL FAN dd BOX PREWIRE Jj ELECTRICAL PLAN 11B11 SCALE: I /4" = 1'0" BIBB ELECTRICAL NOTES. UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX. TO BE: 16"AFF (GENERAL) KITCHEN "" AFF BATHROOM 39" AFF LAUNDRY ROOM 36"AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" ARE 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 FBC-R 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 70-1.4. 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 10. 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. 13. ADD GFCI PROTECTION TO RECEPTACLES IN KITCHENS, LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' IF THt OUTSIDE EDGE OFA 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 OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THE 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. PER 6th EDITION FBC-R E3902.6 14. IN ALL AREAS SPECIFIED IN N.E.C. 210.52 AND IN 6th EDITION FBCR E3901, ALL 125 VOLT, 15 AND 20 AMPERE RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. PER 6th 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 IS 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 TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE 110 VOLT DUPLEX OUTLET o CEILING FAN 110 VOLT SPLIT SWITCHED OUTLET IL W GROUND FAULT INTERRUPT cn 2 DOOR BELL CHIMES It WP WATER PROOF W/ GROUND FAULT � 220 VOLT OUTLET o- DOOR BELL It SPECIAL SERVICES OUTLET D0 P DISPOSAL TV❑ T.V. CABLE OUTLET L-= DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING ❑ JUNCTION BOX WP WATER RECESSED LLIIGHTING O THERMOSTAT BATH FAN O LOW VOLTAGE LIGHTING (� Y BATH FAN W/ LIGHT I C INTERCOM SYSTEM ® L.E.D. DISC LIGHT ® GARAGE DOORPUSH BUTTON OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED SAME AS UNDERGROUND WITH ELECTRICAL CONTRACTOR 200AMPSERVICE � 200 = 2/O. COPPER OR 4/0 ALUMN IN 2" CONDUIT " METER MAIN DISCONNECT 200 AMP A/C DISCONNECT UNDERGROUND SERVICE BY POWERCOMPANY #14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL #12 COPPER TO APPLIANCES AND GFI PANEL # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE INTERSYSTEM # 8 TO HVAC BONDING TERMINATION #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD W/ MIN. 8' DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. s rTh, a c E E .ry- 04 ti Co g'. w g u�'i N W m� h Dmry 31 � LL fi m k4�s w D mmo �LL P 1( 011 sy W X a gm p§.1E�.az &a z o Yw6 m O m E a 00 o �P ZHal d g a '3d8� 0 c" ¢C,y 2 $a��5' � U29 O 5 a5 W1NW.FDSENG.COM ❑ ❑ ❑ m O In @ Z N M o m z m $ z M 1 a c Z C a N c9 a U w w F 20N� o E owe d o c m o (m O F tmrl _ O P 2 m v08 00 ¢rndm Qm DAMS HOMES a FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: 0 z j 3 N L1J A 0 N n ... c z I— �. C� m 0 rE 'a. 0 _I LJJ ::) O a Model Name / Number: 2010 Plan Issue Date: Tuesday, January 14, 2020 KA PROJECT NUMBER: 19-7913 Sheet: 4� Of: ELECTRICAL PLAN 48" OFF RIDGE VENT TOP OF BLOCK r F L V RCIURIVJ VIV CEMENTITIOUS RAISED LEFT -ELEVATION SMOOTH RAISED BANDS SCALE: 1/4" = 1'-0" 48" OFF RIDGE VENT )P OF BLOCK FIN FLR. 12 6 48" OFF RIDGE VENT 12 LITE TEXTURED DECORATIVE 00 CEMENTITIOUS COATING cD W'DOW HEAD HGT LITE TEXTURED DECORATIVE CEMENTITIOUS COATING _ -- ■ Ll DBL 25 SH 25 SH J. FLR ■ DBL 25 SH 2868 DOOR REAR ELEVATION SCALE: 1/4"=1'-0" v 1] ARCH RAISED 16" X 30" DECO VENT TYP `v 8" FRIEZE 16'x7' OVERHEAD DR. W'DOW HEAD HGT 25 SH 8" FRIEZE CLG. LINE W-0"A.F.F. 35 SH BOW TOP jr 3068 S.C. W/ KICK PLATE 48" OFF RIDGE VENT VENTILATION CALCULATION Formula = SF / 300 / 2 * 1" = net sq Inches of venting needed Soffit productbrovides Rid event vrovides 'H Jffrid eevent provides Dverhangdistance ;.F. of Area to be vented (SFP Fotalneeded for exhaust for uooerl/3 Fotalneededforintake(soffit area, lower) equally for intake and exhaust 4.12 nets in. sf 18.00nets in If 138.00nets in sf 2722s.f. 653nets inches Vumberof Off Ridge Vents for upper 1/3 ne ded 653nets inches S �f Ridge Vent needed (can be used in co moo with ORV �O c m TOP OF BLOCK c I 'C N 2'-0" RETURNS ON CEMENTITIOUS o SMOOTH RAISED 8" BANDS 00 FIN. FLR. I o �F n v m LEFT ELEVATION y SCALE: 1/4" = 1'-0" s DBL. 25 SH TOP OF BLOC OW HEAD-HGT 0 '060 io FIN. FLR. 35 SH BOW TOP LITE TEXTURED DECORATIVE 12" C.M.U. COL. CEMENTITIOUS COATING FRONT ELEVATION "B" SCALE: 1/4"=1'-O No N *7864 *: : � Z 9. 5 ATE OF r of ,fill 1NAY O F NL° vo�'c'����5aQ2Fw�9aE iIWDD¢(�aW_QDA L E! U8 DvgNgw Z«g` Zflgo ma ar'3Sm�8wci� �S=="���g�g'm�cc�dW€' ILLL Z Z Na�w00 � 2OOz°maJLLNN' O C 0 WWW.FDSMG.COM ❑❑ ❑ m Zr-O WZM Z ( a a a � ZpnCD Y C �1�^I1l W W 4� y W m -E it t] EO W 1/ O c m ti ru m 2 CN E W CN — 5m T U c mod was �0 Q m d FLORIDA CONTRACTORS LICENSE NO. CRC1380146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 PORT ST. LUCIE IVI Job Information: a N Y O LL ry 0 z N WQ) a w � >Do 03 m -o o (n m y o d' t` r � ai o m m 1-Um o 0 _1 W�'� C8 0 Vi W V/) /�/ V J LO LL N m Model Name / Number: 2010 Plan Issue Date: Tuesday, January 14,2020 KA PROJECT NUMBER: Y 19-7913 a a> Sheet: pf; 0 L m ELEVATIONS - B Ir SEE DET, TB03 G.C. TO PRI BLOCKING' W/ APA REI FOR SPAN 1 7/16" OSB SEE"HIP/R BLOCKING" 20'-0" MAX 20'-0" MAX ** ALTERNATE SPAN RATED 32/3.6 SHEATHING MAY BE USED (32/3.6 IS THE SPAN RATING. THE SHEATHING THICKNESS IS 15/32".) IF 15/32" IS USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP SECTIONS EQ. Q W Q CONTINUOUS BOTTOM CHORD DE E BRACE TAILT601. SE BRACING .2 X 4 MIN. SEE DETAIL TBO4- . - - - - � )VIDE '0 COMPLY :OMENDATIONS- IATING OF - - O IDGE a DETAIL All - - - - Q Z GO GO Q = a T-I 4 v EQ TOP & BOTTOM CHORD GABLE END BRACING @ ---/ 4'-0O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SII§gTS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "T' BRACING MAY BE USED IN PLACE OF PERMANENT BRAdIMG PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TBO5 I REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTs 4 FT. 2 ------------------------------" 4 FT. i 2 1 OO ------------------------------------------------ 5 FP- 4 FT. O 5 Ff. 4 Fi. O2 O l O ,___________ - 1 1 I 1 '4 FT. _ --- 4 FT. O O 4 FT. a 3 ROOF NAILING ZONE DIAGRAM O NAILATBASE 2ROWS @4"O.C.W/8dCOMMON NAIL ROOF NAILING SCHEDULE. O NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL O NAIL OPENING PERIMETER 0T'O.C.W/8dCOMMON NAIL NAILING ZONES (SHINGLE AND TILE) O NAIL INT. AT 3" O.G. W/ 8d COMMON NAIL ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD O 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 @ 4" O.C. W/8d COMMON NAIL (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER 4" O.C.NOTE: SHANK NAILS) W/ 8d COMMON NAILS @ GO (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL 7/16" OSB MIN. (SHINGLES) SPAN RATED 24116 MEMBER IF GABLE END OR ROOF SHEATHING: (APA RATED EXPOSURE 1)1/2" PLYWOOD (TILE) NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" 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 16GA x 1.3/4" STAPLES & 2".O.C. ON EDGE & 4" O.C. IN FIELD. FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". 15/32" OSB (2)- 2x TOP PLATE 15/32" OSB EXPOSURE, EXPOSURE, BEYOND SHEATHING SHEATHING 11 T PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET 2x RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM ri. II I II II �II JI II II II II II Il GQ �LOOR SYSTE 1/2" II .III I I II II II I I 111 If II SOLID 2x I- BLOCKING @ ALL i w SHEATHING Go � ll I I C 111 It 11 III II C I ISECTION Y1111 EDGES (SEE. ° y X-X) 0 If OPENING 111 II II _ - - - III I C 111 II II IU III III III ,III II II II II. II II II I II 11 II II I II II II I III II II I I 2x STUDS s w BEYOND. rn SEE PLAN o �? I 1 I II 111 I I II I II II I fill 11 II 1111 11 It 11 1 W UUL-. 1_ v I- I I 1 HORIZONTAL WALL ELEVATION DIAGRAM "S" = NAIL SPACING �- 2X4 P.T. BASE PLATE BEYOND SEE PLAN 0 = Otr- >¢pp�Oy 0ONmJi� ~DW00 N W t Y LL N U- AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7/16" FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS (2) Sd NAILS @ 3" O.C. 4LTERNATING STAGGERED VER ,CAL BLOCKING SECTION X-X *CONTRACTOR TO INSTALL EITHER HORIZONTAL OR VERTICAL BLOCKING AS SHOWN, BOTH ARE ADEQUATE TB13 I WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.rs. CONNECTOR SCHEDULE FOR: ADAMSHOMES-2010ELEVB TRUSS ID BEARING POINT TRUSS ACTUAL:: UPLIFT CONNECTOR ID CONN ECTOR UPLIFT DESIGN.RATING FASTENERS 1 ,J1IQ1TaR C1-05 E7 H7 L/R -:430#or less+. HETA16 PER TRUSS MFG 18109 (9)30d x11/2' ,r ° F01-F02 L/R/M •1149#or less HETA16/HETA16./.HETA16 1810#/1810#/1810# 10d x1 2 (Y8)10dx11J2 B01 L/R -1675#or less '- (2)HETA16 /(2)HETA16 19204J 1920# (1.8)10dx 11/2 1 P A15, B15 - B19 L / R -: 740 # or less HETA16 / H10A 18104 10404 (9) 18) 10d x 1-1/2" B02-B14, D03 L/R -920#or less HETA16 /HETA16 1810#/1810# (9)10dx 1-1/2" 9) 10d x 1-1/2" A16 L/ R -1508 #or less ' (2)HETA16 / (2)HTS20 1920#/ 2620# - (20) 10d x 1-1/2" (48) 10d x 1-1/2" A16 SUPPORT COLUMN R 1447#or less DTT2Z 2145# 1/2 WA "SDSSCREWS D04 CONT -199#or less PER DETAIL GE01/S4 C1P.C3PCSPE7PH7P L/R -414#or less H2.SA PER TRUSS MFG 565# (10)Ed NAILS. L05 L/R -960#or less H10A/H10A 1040#/1040# (18). 10dx 1-1/2" (18) 10d x 1-1/2" L06 L/R -1351#or less (2)MTS12 /(2)MTS12 1980#/1980# (28)10d x 1-1/2" (28) 10d x 1-1/2" FOR TRUSS BRACINGTRUSS CUT SHEETS: 'VJ9/19 MANUFACTURER: BF` 4RBOR1IIln - DATE OF LAYOUT: DATE OF TRUSS AND ADDITIONAL LEFT, R = RIGHT& M =MIDDLE BEARINGS. ROOF INFORMATION BEARING LOCATIONS ARE REFERENCED TO TRUSS MANUFACTURER'S TRUSS DRAWINGS. ,.' "' 'L •' SEE SHEETS 4 ALL CONNECTORS ARE SIMPSON PRODUCTS TYP.AU SEE gC5 M r M LO h I.- N LO M 1P M SUP COVECOVEF IFF ED F ATKI� F cif 3P 5P EXPOSED TO L04 C1 C5 Aa Pa 2 ❑ QJI SP I N G IF ( U > ❑ SP CING XC5 E7 E7 E77-0-0 7-0-0 E7 L J u, I E7 E7 -j< u E7 E7 E7 E7 E7 E7 W > W > E7 E7 E7 E7 E7 E7 E7' C u o 1 Do CD ` 00 E7 E7 E7 E7 E7 E7. C5 C3 E7 E 7 02 E7 C1 E01 OLD SPACE 8'-0" C L G S> 8'-0" ,CLG C L M GE05 L TRUSS LAYOUT "B" & IICRII E01 F01 E02 ODD PACE D01 D01 D01 D01 D01 D01 D01 --ij- D02B tGEo1 SCALE: 1/4" = 1'-0" S-4 SIMPSON- CONNECTOR SCHEDULE USP- CONNECTOR SCHEDULE MARK TYPE CONNECTOR 8 FASTENERS SPF SW CONNECTOR& FASTENERS SPF SW OFRAME TO HETA16 W(SIN x 110 OR MA16 WY(1011W x112'IXR MASONRY HETA20 W all W x 110 1810 NTAW w/(10)1 W xt lrz' 1585 1870 O FRAME E FRAMETO H2.5Aw1(10)8d NAILS us 505 RTTA W (f 0)N NAILS 616 ME ©FRAME TO H10AW(I8)/0dx112' 1916 low RT16AW(17)l0dx11&' 895 Iwo PRAAIE 110M2w1(18)10dxl 12'AT2 PLYTRUSSES W 10110 RTt&2Wl(18)10dXI IWAT2PLYTRUSSES 93S 1060 O FRAMETO MTS12Wl4)1Wxl1W(ATE%TERN)R MTW12*(14)1WxI IM-lATEXTEMOR FRAME LOCATIONINCLUDE(3)l2d TOENAILS) IN LOCA01ONINCLUDE312d TOENAIL 1005 1185 O FRAMETO MGTWa2)10d NNLSPND62• A.T.R.WIT 388b MUOT15 wl(2B)iW NNLSAND 618' A.T.R. WI MASONRY EMBEDMEMwI SIMPSON•SE EPDXY 3955 12•EMBEDMENTvd SIMPSON'SEP'EP&& W30 4495 FRAME TO HT620 w/(&1)iWxi 12•(AT EXTERIOR HTW20 wl(24)1WX112'IAT EXTERIOR O FRMIE LOCATION INCLUDE (9)120 TOENNI,9 iN6 1310 LOCP.TIONINCLUDE (3)1W TDENAAS 1285 t530 FRAME TO (2)HTIW0 A4S)l0dx I law(ATE)ITERIOR 29&b a) HTN20NeW)1Wx1112'(ATEXTERIOR FRAME LOCATION INCLUDE 812d TOENAILS 2620 � LOCATION INCLUDE(8)12d TDEMAILS(EA) 25Tp 30B0 FRAMETO. XOT2 w/(18)10tl MAILS AND (2)YB'A.T.R. HUGT2W(18)1W NAXSPND I2)618"AT.R. © MASONRY wl1T EMBEDMENTw/81MPSON "SET' NT-3 'DINGwl 1T EMBEDMENT W SIMPSON "6ET• 702D WOO EPDXY FOR 3PLY) EPOV (HUOT3FOR 3PLY) OFRAME H TO FGTR W(10) 114'x 3'SDS WOOD SCREWS RFUSW(12)W%WOODSCREWSAW MASONRY AND(2)12"xWTITENHOANCHOHBOLTS 3100 4T25 (4)SWx6•WEDOE-BOLT 710 (1) LGT2 W TIS) IW SINKERS QFRAMETO &(T) iM•x2-iM"THEN 2 1]&0 ON) MASONRY SEE NOTEp6 BE J2 FRAME TO MASONRY] (2)LGT2 w/(92)1W SINIOEflS &(14) 1/4'x21/4"TITENRPLYTRUSS) 9SOpM dO60A1 a)LUG1]RI(32)lWSINKERS&(10) 19"x3-WEDGE-BOLTaKYTRUSS) 31MM 310DM FRAME OR (28)1W SINKERS FOR FRAME (EA) 3240-F F 3TN- OR (32)iW SINKERS FOR FRAME (EA) 380(f 4520-F ® IF TO (2) LGTSwI(24) 114'x3"SDS SCREWS. &(8) W'xSTITEN(2 PLYTRUSS) 473(W 8576M a)LUGTsvda4)l4-x212'W925 34WiM 7050M MASONRY, cceu[ (iAIRooldA1NxPMF[1R F..'IFLt 6010E 696D-F SCREWS&(d)SR'xIVWBa PLYTRUSID x,I.Iaa auvcoa cno coeuo,[el &4Wf T/10f O MASONRY, I (iy14" x 23M• TITEN(TO M0.R) UpB80 Up1135 (12)114'z23M"TAPCONS (TO MA$) Up1030. D&850 FRAME OR(12)1W&(6) IW(FORFRAME) SYP-F SYP-M OR.(12)16d9(6)1W(FORFRAME) SYP-F 8YP-M1 FRAMETO (2) HETA190PT (2) HETAM 1920 1920 (2) HTA16OPT (2) HTA20 1870 0 Mg90NRY 1RY xt 12°OR . 880E 2386 1-PLY W(10)1W x 112"OR 230 2-PLY -RYw/(1(12)iStl 2fLYxp(12118d WW10 W(8)1W NAILS AND (4) 1F 114' W 1110 HTW0116 w($)1 W NAILS AMID (4)I IWV 1146 12M FRAME TO APCON3 WEDGE -BOLT 0 MASONRY OR HTSM20 N, Fo)1W NAILS AND (4) 114"x2 IN' §§f} OR TAPCONS 1110. HTWM20 wl(10)10d NAILS AMID (4) l9wx1 TO 1148 1225 WEDGE -BOLT ©FRAME TO HIM W(8) W x112" NNI.S AND (2) 32W MASONRY THAN HD 910 DT&TZ W(8) 1Mx1 law M15 WOOD FRAME TO DTTU W (8)114" x110 SDS WOOD O MASONRY SCREWS AMID (1) 10 O AT.R. EPDXIED W 1@35 2145 SCRFWSPND (1)12"9 AT.R EPO%IEDwI 1810 18M SIMP90N'9E1"(9EE NOTEpd) SIMP90N'5ET" (SEE NOTEp4) H'8(2E FRAMETO H 6 W(26) INx210 NAILS AND 1 &e'9 O MASONRY MASONRY ATA.EPOUEDwISIMPSON'BET' 5080 W' SIMPSON NB'9 A.T.R.AT(SEFO%IED MPBET EPDXIED80N'SET' 5W5 (SEE NOTE p4 BELOW)fl� SEE NOTE p4 BELOW) BELL H-8ALT.(18P NMSM"S FRAMETO. 4174 wl(18) # IQ' NARSMwM1' O Mg90NRY AT.R. .EPD N "BET' >f�p' g23S 3ON'SET' EPDXIEDT 618'O AT(S EPO - 4180 SEE NOTE BELL (SEE NOTEp4 BELOW) 910 TED BELL (SEE NOTEM BELOW) LUGT1 w/(23)Btlx1law NAILS RTi6M IN. & 875 1049 ONAME TO FRAME H10S wl (24)1W x1law NAILS HS OFRAMETO HWICTWH)11451112'SMMOD MASONRY SCREW88(S)tl4"X1114"TAPCON9 �. 760 11 -x 39-1 U DNNLB (4)114'z13M"TAPCON9 1385. 1386 FRAMETO VGT W(16)1M'xr BOB WOOD SCREWS & 0 M (1) WO AT.R. EPDXIED M SIMPSON 'SET' 490 Intl IT MIN. EMBEDMENT TO (2)VGT wl132)1N'x0"SDS W0008CREW8 OFRAME MASCRRY &(2) 618"9 A.T.R. EPDXIED wl SIMPSON 113'D 710 "sET'wIiT MIN.EMBEDMEM PRIFAIE Vat (14) IWW WE WOOD SCREWS& FFMD IE° HDU4S032.5 w1(10)1/4SG 12" SOS WOOD 3�5 4585 MUOT16 W (22)1N NNLS B HTTO W (18) - 4180 SCREWS&(1)51&'8 ATA. 1W NAI138(1)8B'B ATR Y O FRAME TO oo HTT5W(52)18dx21ll NAILS& 4nee5 FRAME II)SAVRA.T.R.(SEENOTE"I 43i 5090 a/Wae[u xW.$ 5005 6. STAGGERED: COx3YPp2(MATCTION AS LUMBER 312E)wl (T)ROW31W®4"FRONT ENDBd'G.D MUCH A REO: CENTER AT CIX4NECi0R LOCATION AS MUCH ASPOSSIBLE. O MINIMALCONNECTORUNOONFRAMWGPLAN 1. CONNECTION FOR ALLROOFIFLOORTRU STOMA90NWWALLWLINTEL&ICFWALLS MOON PLAN 2. CONNECTION AT24'OR 3TO.C. PENDING VERTICALS FORALL FLOOR TRUSSES PARALLEL TO MASONRY WALLS SEE DETAIL FH HIP J JACK MORE INFORMATION 3. CONNECTION FOR AU. OON IUNU CORNER JARD TO MASTOP OF MASO RYAT3AO.CNNTELS d. CONNECTION FORALLCONTINTION DOES NOT TOP OF MASONPJI PLICA O.CMAx wI (2)AT EACH CORNECTAU. TOVERTRUSS ST To INTERIOR NOT APING Tw?WAULGEANSBIE))12d TO 5//��CONNECTALL FLOORTRU39ES TOINTERIOR BEARING WOOD WPLUBEAMS wI (2)120 TONNES lw7 MINIMALCONNECTORUNOONFRAMINGPLAN ROOF FRAMING NOTES 1. SHINGLE ROOFING SYSTEM OVER MIN. 7/16" OSB ON PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.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 SYP WITH (3) 10d TOENAILS EACH END. THE SHEATHING IS TO BE NAILED WITH 8d NAILS AT 4" ON CENTER AT ALL EDGES AND THEN 8" ON CENTER IN FIELD 3. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 - - NOTE TO FRAMER --- IF ROOF TRUSS LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A.GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS. FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT ANO 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/ 1 1/2" LONG T-NAILS @ 2'-0" O.C. SECURE! -CHANNEL 0 12" O.C. 0 METAL DRIP EDGE + 2 x SUB -FASCIA o CONTINUOUS VINYL ®G.C. SHALL VERIFY SOFFIT MATERIAL CAPACITY TO RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING WIND PRESSURE TYPICAL SOFFIT SUPPORT DETAIL 3/4"=1'-O" 1CN `giI19IlIIsiB)D IiwkCN v N D fl C(( ✓�t}fi Q eG��s aefsd$jdt B9tli( il`aiR'N� W N DO Esw`�g h... U) 00 g�aE 3� �# D8 J OhLyd LL LL LL p€p.sgw �0,.-z £6�-C"' W �E-'C m w vie � �m�c `LJo 3. I( dM Mi vi -2P O PT€ zCIC BE �d2� agy�� z z o 02 wRs 3 H ILIx 0 LL 2sE Z G �d°oU) p 3 I°- § @ 9 WWW.FDSENG.COM ❑ ❑ ❑ 0 n Z N O Z m o Z m CA aZ r o_ - s zo CoCD LED w ~ o E U -$ w o /) C 03 0T to = mTy U Lee N E w OR INS tj OD - 2 pry Im IX vov-a �� Qrnom 44 I ® DAMS HOMES r FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE VI Jab Information: a o �yo L„j� m a 0 IMMMMM ✓ `G s a z W > CISa a) 5 .� W D: W yM _ozV-PIn=�10 ai m I'_i�m Oa 0_�1/�3 0 0 �LIJ J W V J /� cn Lt7 LL N Model Name / Number. 2010 Y_u 'e VI Plan Issue Date: a Tuesday, January 14, 2020 KA PROJECT NUMBER: Y 19-7913 T Sheet: Of: OI N ROOF PLAN B LINTEL SCHEDULE r LINTEL BEAM: - INFN 1 COURSE LINTEL BLOCK W/ 1 # 5 NOWSHEARWALL SEGMENT BAR & 3000 PSI GROUT, MIN. 25" LAP (ACI 530) PICAL SHEARWALL SEGMENT L SHEARWALL SEGMENTS ONSIST OF A FILLED LL EACH END WITHOUT OPENING BETWEEN. LLED CELL: LL BILK. CELLS WITH 3G00 P.S.I. LA OUT ONE #5 0 LOCATIONS OWN ON THE FOUNDATION CONC. SLAB SEE AN AND FLOOR PLAN. FOUNDATION PLAN N. LAP 25• (ACI 530) FOR MORE INFO F BLAB I MS021 TYPICAL SHEAR WALL SECTION I N.T.S. TYP. TIE BEAM W/3000 P.S.I. CONC. W/1 #5 REBAR CONT. SIMPSON SPA W/(6) - 10d X 11/2 //--SP6 OR SPB FOR 2x6 AND 2x8 WALLS 2x TOP PLATE STANDARD HOOKS SEE MS05 FOR MORE INFO TYP. FILLED CELL W/3000 P.S.I. CONC. W/1 #5 REBAR VERT. INTERIOR BEARING WALL INTERIOR SHEARWALL EXTERIOR FRAME WALL 8" C.M.0 2"x #2 SYP/SPF P.T. W/ (3) 1/2" X W '7" BOLTS OR (3) 1/2" X 6" EXPANSION ANCHORS OR (6) 3" X 1/4" TAPCONS OR (8) 2 7/8" HILTI TIX-DNI NAILS 2x BASE PLATE SEE PLAN FOR MORE INFO I MS031 � KIKIIT :Tiniki nETAII . I N.T.B. I #5 REINF. BAR R Z #5 STD. 90° HOOK SCALE:1"=1'-O" * GRADE 40 U.N.O. 20" MIN. LAP #3 �GR#4 REINFORCING BAR #3 & #4 1 AP SPLICE#4 1 AP 25" MIN "F �-#5 REINFORCING BAR #F 1 AP SPLICE 36" MIN. LAP #6#6 REIN #6 LAP SPLICE MS051 REBAR SPLICE DETAIL - GRADE 40 1 N.T.S. ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2 x 4 1/4" X 2"A" 12" G.C. 1 2 x 6 1/4" X 23/0" 12" O.C. 2 2 x 8 1/4" X 2-/" 12" O.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. PRECAST :LINTEL (2) 2X P.T. BUCKS W/ 1/2" O.S.B. BETWEEN I- FASTEN PT 2X NAILER TO MASONRY IF DOUBLE 2X NAILER IS USED, USE 1/4"X 4 1/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED I MS111 2x BUCK DETAIL I N.T.S. I H LINTEL NO. LENGTH=FT. SAFE GRAVITY LOAD PLF APPLIED GRAVITY LOAD PLF SAFE UPLIFT LOAD APPLIED UPLIFT LOAD PLF COMPOSITE BEAM I� 17'-4" 950 PLF 127 PLF 404 PLF 50 PLF 81`16 -1B/1T 16" MINIMUM 4'-6" 2931 PLF 190 PLF 2724 PLF 120 PLF 8F16 -1B/1T 7'-6" 2632 PLF 648 PLF 1634 PLF 183 PLF 8F16 -1B/1T ® 7'-6" 2632 PLF 1521 PLF 1634 PLF 1117 PLF 8F16 -1B/1T 4'-6" 6113 PLF 1540 PLF 2724 PLF 1140 PLF 8F16 -1B/1T ® 5'-10" 4360 PLF 1286 PLF 2093 PLF 654 PLF 8F16 -1B/1T 4'-6" R CIT 5206 PLF 1286 PLF 2525 PLF 654 PLF 8F14 -1B/1T ® 4'-411 RECESS 5206 PLF 648 PLF 2635 PLF 183 PLF 8RF14 -16/1T 3'-6" 5163 PLF 190 PLF 3547 PLF 120 PLF 8F16 -OB/1T 10 4'-611 6113 PLF 648 PLF 2724 PLF 183 PLF 8F16 -1B/1T NOTES: 1. ACCEPTABLE LINTEL MANUFACTURES INCLUDE: CAST-CRETE OR QUAILTY PRECAST COMPANY ( LOTTS CONCRETE PRODUCTS, WEKIWA CONCRETE PRODUCTS.) O •8 REBAR AT TOP MIN. lU 1 -V2" CLEAR S( GROUT •5 REBAR AT BOTTOM F LINTEL 0V0, OCAVITY BOTTOM REINFORCING w/e"ACTUAL PROVIDED IN LINTEL (vARIM) 8" NOMINAL WIDTP rYPE DESIGNATION F a FIIJ.ED WITH GROUT I U • UNFILLED F�' W NTITY OF •5 R®Aft AT I BOTTOM OF LINTEL CAVITY 8IrF161r-1B/1T NOMINAL WIDTH J L QUANTITY OF •6 NOMINAL NEIGHS J REBAR AT TOP MATERIALS 1. fc precast lintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. fc grout = 3000 psi w/ maximum 3/8" aggregate. 4. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 5. Reber provided in precast lintel per ASTM A615 GR60. 6. Field rebar per ASTM A015 GR40 or GR60. Prestressing strand Per ASTM A416 grade 270 low relaxation. 7. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. GENERAL NOTES 1. Provide full mortar heat and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. Lintels are manufactured with 5-112" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -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 10.1-intel min. depths are called out on lintel plan. If contractor installs a deeper lintel than indicated on the plan, doing this Increases the strength of the lintel and is approved without engineering letter. if a smaller lintel Is Installed contact FOR for approval. SAFE LOAD TABLE NOTES 1. All values based on minimum 4" bearing. Exception: Safe loads for unfilled lintels must be reduced by 20% if bearing length is less than 6-1/2". Safe loads for all recessed lintels based on 8" nominal bearing. 2. N.R. = Not Rated. 3. Safe loads are total superimposed allowable load on the section specified, 4. Safe loads based on grade 40 or grade 60 field rebar. 5. Additional lateral load capacity can be obtained by the designer by providing addional reinforced masonry above the precast lintel. 6. One #7 rebar may be Substituted for two #5 rebars in 8" lintels only. 7. The designer may evaluate concentrated loads from the safe load tables by calculating the maximum resisting moment and shear at d-away from the face of support. 8. For composite lintel heights not shown, use safe load from next lower height. 9. All safe loads in units of pounds per linear foot. Mumma PRECAST "U" LINTEL w/ 3000PSI CONC. GROUT SHALL BE FLUSH AT OPENINGS SEE GENERAL CONCRETE WITH TOP OF WALL LINTEL SCHEDULE FOR REQUIRED REINFORCEMENT HURRICANE (] n ANCHORS (TYP.) REBAR ON BOTH SIDES _ OF OPENING U.N.O. PROVIDE KNOCK -OUT BLOCK FOR FIRST COMPLETE CMU COURSE BELOW SILL & FILL SOLID W/ (1) #5 BAR FOR ALL WINDOW OPENINGS S'HT" AND LARGi SEE FOUNDATION PLAN 10" IJ HOOK STD. 90 DEGREE •, ANGLE 3000 �jj CONC. W/1 45 CIA. REBAR 8"x W x16" CMU U.N.O. LOCATIONS 90 HOOK =w 5 in g a ur w rc � N S MSO1 I BLOCK WALL REINFORCEMENT N.T.S. TYP. BOND BEAM 8" x 8" x 16' K.O. LINTEL BLOCK FILL W/3000 P.S.I. CONIC. W/1 #5 DIA. REBAR CELL FROM FTG. TO BEAM WITH 1 #5 BAR MIN. TYP. DOWEL 25" MIN. LAP (ACI 530) #ORS#fd�a F�� 0+ .° 4 :,Tc CN _Nol37r STA OP �•,• "-0 �4 ,.c,LO�'s, o`os `del 8i�81i•� �°,, � rn O) I N d i W a WN rrDN r` u" Do 00 @C ,-IDvmm z mm-Z ti Q��`.LL w N LLgg's'i �P�O 13 Oi d KHQaI t: E v2 ?g Z zo =" a� Ma 1111 3 ¢m0 m or=9c N� E . y U LL 245 d 2 Z o ° 27 WwW.FDSENG.COM ❑ ❑ ❑ z Z M O N o W Z10 m o Z ao QN O a 0 - Z 0 o N cn E CJ - O}�C ot °w be uOe i(B u m0 U L°NEI' I w O o U IIr I 0 j E Uino IOos o ll c Q 0) 0 Ua am DAMS HOMES__ FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 I PORT ST. LUCIE I IVI Job Information: O N d N `O z W > Do WCD � y M z F- U m o a OJLLJ:D o 0 J m U) (/) LO u VI Model Name / Number: 2010 Plan Issue Date: Tuesday, January 14, 2020 KA PROJECT NUMBER: 19-7913 Sheet: S.J. I Of: LINTEL PLAN 2x6 #2 SYP P.T. 0 SIMPSON HETA 16 Wr (2)'/2"x5" EACH END SEE FLOOR PLAN WEDGE ANCHOR FOR BEAM SPEC. 0 _ OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X ° 1 1/2" STEEL LAG BOLT U " W/ WASHER. MIN. 6 PER / ";� ,t a TRACK TO JAMB. m (s) 1!2" DIA. x 8" 1/2" X &° A.B. W/z" o s "J" BOLTS WASHERS SET IN ;; FILLED CELL W/ #5 TYP. FILLED CELL VERTICAL MIN. 5 PER JAMB. L SECTIONAL @ OVERHEAD p 3 h DOOR a CONT, P.T. #2 8 WOOD SYP 2" X 6" r . I TRIM o , o ttttltliffffh d4i :: Gast g1 0 TO G N V �� Jco. ��p 2"x6" P.T. WOOD JAMB " 87664 E :c DOOR AND CONNECTION PER GARAGE DOOR MANUFACTURER GARAGE SLAB = 0 , O : itr STATc TYP. GARAGE DOOR o ..•a p P' �`•; TRACK MOUNTING DETAIL o NOTE: DETAIL C(a22 / S•2 MAY BE SUBSITUTED FOR THIS cn DETAIL - UNLESS NOTED OTHERWISE 'd y F- 0 MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. CD21 ENTRY CMU COLUMN/BEAM N.T.S. 2 a 0 E v& k8 't a F M eo $ QO... it it 7i J J J y N OOQ.i � Dg,.NOI LL LL LL E53 `mwr . Or _ N � h c o d Lq a="LLB INSULATION PER FBC AND ENERGY C S��w W N a W FORM SSUBMITTED WITH PERMIT Z a € < z APPLICATION PROVIDE BAFFLES AT EAVES (FOR VENTED ATTICS) Y �.� $ W E m m m 12 - FIBERGLASS SHINGLES OR IO i� TILE ROOF (PER ELEVATION). E.o U J Q SEE PLAN � OVER APPROVED UNDERLAYMENT \\ a 8 �' 2 < o J PER FBCR 905.1.1 OVER APA PRE ENGINEERED WOOD RATED STRUCTURAL SHEATHING o y =" _ " § W So �� WWW.�ENG.COM El Q TRUSSES @ 24' O.C. (SEE STRUCTURAL NOTES ra 2/� FASTENED TO TRUSSES PER ROOF NAILING SCHEDULE) C9 0 z v cw o W TRUSS ANCHOR (SEE PLAN) w z 0 _ _ _ SEE PLAN FOR RR—G. £ n r z :2 `o O FIT, z W 1/2' DRYWALL �• • 3 0- LL FELT PAPER OR • °' ETAL DRIP EDGE TRUSS PLATE 'O s v J z o 3/4" P.T. NAILER r 2x SUBFASCIA (TYP.) FRAME FOR BUILT-UP M 0 ;ter SOFFIT. SEE ARCH. 1/2" DRYWALL CORNERS min (3) 2x4 OR 4x4 w/ 2x4 POST UNDER EA 8 w [ ' ]� ti 'o \,'/4- w M PLANS CURTAIN NAILER f 2 X 4 P.T. PLATE END OF SUPPORTING BEAM. " `0 o U 8 x 8 x 16 K.O. 1 x 4 P.T. @WINDOWS ^ " LINTEL BLOCK 1 x 8 P.T. @ S.G.D. " KEEP IN 3 4" FOR SHEATHING NAILED w/ 8d NAILS @ 6" / AND LATH WITH FINISH O.C. £ m O O.H. W/ (1) #5 DIA. REBAR& c ` , = " SEE ELEV. 3000 PSI CONCRETE (TYP,) ALL SIDES / i (TYP.) FRAME FOR COR- YT6 mm ' EECCENTE SSCHEDULE N DES � < w/16d NAILS @ 8D.C.O.. N P l a\ fO ® c v v o O ^ G rn Q 1/2" x 8" J BOLTS / (1) CENTERED (TYP.)4 COURSE HIGH ® DAMS HOMES CMU BASE FILLED w/ CONC SIDE w/2" WASHERS ` � � N I II I n (TYP.) w/ (4) VERTICAL RENF w/ NOTE: 44" MAX. SILL HGT. ON FILL CELL -(1) #5 DIA. HOOKS INTO FTG & AT TOP ° FLORIDA CONTRACTORS LICENSE NO. CRC1330146 ALL BEDROOM WINDOWS. „ REBAR W/ 3000 PSI " OF COLUMN PLAN Al -Al d 3000 GULFBREEZE PARKWAY CONC. ALL LOCATIONS .", SHOWN ON FOUNDATION �, GULFBREEZE, FLORIDA 32563 " & FLOOR PLANS a " F DIVISION LOCATION: H SIMPSON LSTA30 SEE FLOOR PLAN a PORT ST. LUCIE a w/11-10d TO BEAM FOR BEAM SPEC. VI Job Information: v & TO FRAME BELOW r r" ao ALUM FRAMED WINDOW W/ SCREEN a A � r " PRECAST CONC SILL i WINDOW STOOL M PER SPECS " t0 O a INSULATION PER FBC AND ENERGY " o N FORM SUBMITTED WITH PERMIT V EXTERIOR FINISH - N m APPLICATION PROVIDE BAFFLES AT �l ' (SEE ELEVATIONS) s W > m EAVES (FOR VENTED ATTICS) $ N 1 x 2 P.T FURRING FTG. DOWEL #5 CIA, RE8,4R 17' IN CONCRETE - 25" LIJ m 1 x 4 P.T. F M BASE NAILER EXTEND (ACI 530) ABOVE SIMPSON HETA20 of f0 ch SLAB. ALL LOCATIONS SHOWN w/10-10d TO COLUMN Al , Al BUILT-UP CORNER MIN (3) 2x4 n c WOOD BASE ON FOUNDATION PLAN POST OR 4x4 POST w/ 2x4 UNDER ° o m 7 m 'a SEE FOUNDATION PLAN FOR ; EACH END OF BEAM *� o O SLAB INFORMATION TOP OF SLAB NOTE: 2 X 4 P.T. PLATE 0. O J W � Ln LL _ - � BOTTOM STRAPS MUST BE % m _ INSTALLED ON INSIDE OF Model Name GRADE COLUMN. DO NOT BEND /Number: STRAPS UNDER PLATE. ° .a 2010 PLACE STRAPS IN FILL y°;a' SEE PLAN FOR RE -BAR QUANTITIES ` • CELLS # w 5 REBAR.; •� / , ;° u. '� (TYP.)4 COURSE HIGH CMU BASE s ♦ Plan Issue Date: ., FILLED w/ CONC - SEE PLAN FOR N Tuesday, January 14, 2020 •; ;•' SIZE. TOP OF COLUMN BASE - SEE PLAN 2'-0" AFF a `� KA PROJECT NUMBER: SEE FOUNDATION - PLAN 19-7913 Y NOTE: DETAIL CO21 / S-2 MAY BE SUBSITUTED FOR THIS DETAIL - UNLESS NOTED OTHERWISE T o Sheet: S-2 Of: N CD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE N.T.S. WS01 TYPICAL WALL SECTION 8" CMU 3/4" 1'-0" TYPICAL FRAMING DETAILS WHEN REQ'D RECESSED PRE -CAST LINTEL 8" D BLOCK TIEBEAM W/(1) #5 REBAR U.N.O. NOTE: MAY CUT BACK 2x8 P.T. @ TOP TO ALLOW CONT. 2x4 BLKNG AROUND CURVE. MIN. 2 TITEN ANCHORS TO 2x8 U LINTEL c (SEE PLAN) ® . v •s r2X 16" O.S.B. 2x8 W/ (3) 12tl .o . SIDE- TOENAILS EACH END v BLK'G. /16" OSB W/ 6d m NAILS @ 16' D.C. 2 - 8d TO SIDE & TOP NAILER A. END w 0 EDGE VIEW 2x4 SPF CONTINUOUS BLOCKING ATTACHED m TO 7/16". OSB W/ (2) 8d NAILS. SEE DETAIL ABOVE c 3 2xBUCKS SEE MS11 m FOR MOREINFO 2 x $ i WINDOW OR DOOR OPN'G c $ !e\lUSp Bdd dfdf6 tpi%hoo�lo WF01 DETAIL C� ARCH WINDOW FRAMING N.T.s. �cE ��, 04 o E a v. ). s 0 ,° I78 o 3e pI0 G4 ".k i N PROVIDE 2x4 ON TO OF 2x8 TO BLOCK OUT 2 ROWS 12d @ 3 A� E QF ' TOP PLATE ATTACH W/ 3" O.C. ' %O ^•.• OUBLE 2x4 r ®o �;. • �d •° C? �� m (2) 12d NAILS O.C. TOP PLATE ®''i C �• CZ e"'� �, (SOLID BLOCK W/ 2x6) 's' x�o 2X4 STUD "M/N, ®®dd 1f70Cie+�` y PER PLAN 2x4 BEYOND AGAINST 2x8 STUDS OP SPLICE _ - NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OUBLE 2x8 TO TOP PLATE W/ (4)16d TONAILS (2) ON EA. TOP PLATE SIDE TYP. TOE NAILS MAYBE SUBSTITUTED W/ 2x8 STUD c (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN TOP PLATE W 8d 2 1 2" x 0.131 NAILS (SIM. W/ 2x6 E * NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) 2x4 w/ 2 ROWS OF 12dNAILS @3"O.C' o C4 CIO =w1F F N w TOP PLATE TRANSITION _ 21, Q o m a PIPE OR DUCT w/ OUBLE 12d a O PENETRATION THRU TOP SPLICE �� _ $ m e 0 � _" m w TOP PLATE w/MORE �`__ _° a u THAN 50% OF TOP a j € ! W? Q . w w ROWS 12d it PLATE WIDTH INSTALL @ 3" O.C. t6 " $ 2` `g Z a €°i a 2 1 SIMPSON PSPN516Z � g m§ R o a 0 W/ (12) 16d NAILS TYP. W m w m m O 13 TOP & BOTT. "- s a� � g NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OTTOM SPLICE '� n _ p " o a w TO TOP PLATE W/ (4)36d TONAILS (2) ON EA. o �s F OVER STUD n $ NM1NY.FDSENG.CO Z ❑ ❑ ❑ SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ § '�. `o 10 (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO d � LS * NOT REQ D. WHEN QT SYSTEM IS AIPPLIED is Z o NOTE: m z m o PLATE LENGTHS MUST BE AT z a N LEAST 8'-0" LONG. TYPICAL 5 < o l WF17 TOP PLATE SPLICE DETAIL TEE] 1' 0" m z o \n c� _a �•� V N � 0 E M _ • D W UO& EXT. OUT BEAM TO SUPPORT v �. �_ m ice) m TRUSSES IF SPECIFIED ON PLAN aD SIMPSON HUC410 _ _ _ --- (O BUCKET SEE ROOF I . - - , m Ld L LN E PLAN FOR MORE INFO ; ' Ld S I 5 W v ®� SEE ROOF FOR ' m U 00 Y p C * IZE CRIPPLES MAY/MAY NOT BE PRESENT. FOR BEAM ION = ¢ CD a m m I , CONNECTION INFO , .N VERIFY HEADER ELEVATION Q Q 4 (2) 2 x 4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x 6 LAMINATIONS W/ (2) ROW OF STAGGERED 10d ROWS OF STAGGERED 16d ROWS OF STAGGERED 16d COMMON WIRE NAILS COMMON WIRE NAILS COMMON WIRE NAILS (0 = 0.148", L= 3") OR EQUAL (ONE1 �D= INTO OUTSIDE D=0162',, L= 3-1/2") OR EQUAL 0.16%L=-1/ORaA HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL I 2 X 6 WALL JACKS KINGS JACKS KINGS SIZE EA END EA END I EA END JEA END LESS THAN 4' (1) (2) (1)(2) >4' BUT <9' (2) (3) (2) (2) 10'-0" - 16' 3 4 3 4 HEADER ANCHOR I ; -- E DAMS HOMES NAILED TO TOP PLATES, ; , ; SEE FLOOR PLAN HEADER & JACK ' _ _ _ _ _ _ _ _ _ _ _ _' FOR COLUMN SIZE & BASE CONNECTION INFO - - - - - - - a FLORIDA CONTRACTORS LICENSE NO. CRC1330146 NO. & SIZE OF -> HEADER& GRADE SIZE RAFTER TIES 0 PT I 0 N A 1/2" OSB FLITCH PLATE OF -ION B 3000 GULFBREEZE PARKWAY EACH END SEE FLOOR PLAN FOR REQ'D ONLY WHEN INDICATED GULFBREEZE, FLORIDA 32563 SEE PLAN FOR ON BEAM SCHEDULE/PLAN (2) LSTA 30 COLUMN SIZE & BASE ,z BEAM SIZE CONNECTION INFO F DIVISION LOCATION: 1ACENT NAILS ARE DRIVEN MOM 3) FOR hPLY, PROVIDE 1/4"DUI. x 51/2" LAG PORT ST. LU C I E OPPOSITE SIDES OFTHE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) Z 2) ALL NAILS PENETRATE AT LEAST 3/4" OF 41 REFER TO NOS SECTION 15.3 MR THE THICHNESS OFTHE LAST LAMINATION. ADDITIONAL INFO. SEE SCHEDULE 2X CRIPPLES @ 16" D.C.. SECTION A -A w Job Information: W/ SIMPSON SP2 TYP. c'", y WF37 TYPICAL COLUMNS DETAILS N.T.S. TOP AND BorroM GNAILS STAGGGEREDERED ST@ SCALE: 1 1/2" = 1'-0" ` 12" O/C EACH a r * WHEN STUD LENGTH FACE OR 3-ROWS IS LESS THAN 12" USE 12d NAILS STAGGERED ro Ijj�j'j a LSTA30 STRAPS AT EACH @ 12" O/C FOR 2 x 10 M STUD WRAPPED OVER OR GREATER HEADER At IA n O N FOR OVERHANGS GREATER THAN • : FILL 1ST. 4 COURSES TOP PLATE & NAILED TO HEADER EACH SIDE SEE PLAN FOR OF BEAM 0 u°. " y 1 1/2' CONTACT FOR FOR �:%.•. SOLID W/ GROUT. (NO FILL ALL HOLES IN DOUBLE 2 #2 TOP s w > FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) x STRAP EE ROOF PLAN S N • S.Y.P. HEADER W/ R BEAM SIZE & a >_ 0Do • 1/2" FLITCH PLATE ONNECTION'INFO.� W DOD �.•.; 10d NAILS @ HEADER. (U.N.O.)F. M •' FILLING AND BLOCKING AS > •` '• DOUBLE 2 x 4 EQUIED FASTENED TO SEE FLOOR PLAN FOR SIZE & BASE m ' U CO CRIPPLE STUD HEADER W/(2) ROWS COLUMN j— TYPICAL (U.N.O.) w OF 12d @ 16" O/C UNLESS CONNECTION INFO O J W =) p G U NOTED OTHERWISE O J m♦ /1 U LL- F.F.2 •�. Ui Model Name /Number: OVERHANG--I•� x 4 STUDS TYP. , •ter. •r. SIMPSON HTT4 W/ (18) 2010 •• •� •• 16d NAILS & A 5/8" D° Plan Issue Date: • , EXPANSION ANCHOR o ;�;,;•,' , �, W/ 6" EMBEDMENT U.N.O. OPFy�R OR 8 1/2AT GARAGE Tuesday, January 14, 2020 rNc STEP DOWN ----SEE FOUNDATION V KA PROJECT NUMBER: FOR OVERHANGS BETWEEN 5/8" T011/2" 9c * HOLD DOWN CONNECTIONS P.T. BOT. PLATE `• PLAN FOR. MORE INFO NOT REQUIRED @ BEARING •-• Y 19-7913 NOTE: FOR OVERHANGS LESS THAN 5/8' -NO REPAIR REQ'D. WALLS WITHOUT UPLIFT �`1V T/I T o Sheet: S®3 Of: MS18 RETROFIT WALL OVERHANG DETAIL N.T.S. CD11 CMMON BEAM ATTACHMENT N.T.S. O m WF09 WALL HEADER DETAIL rv.T.s. U TYPICAL WALL DETAILS F *DIAGONAL SPACED AT 20'-0" O.C. MAX - SAME SPACING AS BOTTOM CHORD LATERAL BRACING _ TO BE LESS THAN DROP GABLE END TRUSS & 2x OUT LOOK RAFTERS FOR OVERHANG GREATER THAN I ' OR EQUAL TO 45° ` 12". ATTACH 2x OUTLOOKER @ 24" O.C. TO TRUSS WITH MTS12. FOR ` .I O.H.UNDER -SPACE OUTLOOKER BLOCKS @ 24" O.C. NO STRAPS REQUIRED. SEE STRUCTURAL NOTES DROP GABLE END TRUSS & LOOKOUT RAFTERS MINIMUM 2"x4" -'"- • - - ' Ed NAILS @ 4" O.C. WALL AND ROOF AND NAILING SCHEDULE FOR O.H. GREATER THAN 12" FOR 12" AND UNDER - 8d NAILS �� h ')'� CROSS BRACING t SEE0NS3 FOR SHEATHING DETAILS SPACE BLOCKS AT 24" O.C. AT 4" O.C. (SEE PLAN FOR ,�-. - �, � 2x4 SYP BLOCKING BETWEEN TRUSSES @ 48" FOf7ASPECIRCATI LOCATION) - BLOCKING O.C. MAX. FASTEN TO EA. 2x4 SYP L BRACE FOR ' TRUSS w/ 3-12d NAILS EA. GABLES 3'-0" TO 5'-11" TALL. ' •` END 2x4 SYP CROSS BRACE 2x6 SYP L BRACE FOR 2X4 SPF BLOCKING @ - , 8" FROM RIDGE GABLES 6'-0" AND TALLER. PANEL EDGES W/ (3) 12tl 48" D. THEN 48" O.C. AFTER. NAIL w/ ATTACH L BRACE w/ NAILS EA. END TO TRUSS3-12d 7NAILED MTS12 @ @ EACHEND & @ CROSSING AT 45 ANGLE. 12d NAILS @ 4" O.C. -NAIL SHEATHING @ 4" O.C. 2X6 BRACSIMPSON TO SIDE O4'-1" LOOKOUT RAFTERS (NOT REQ'D WHEN GABLE IS GABLETRUSS STAGGERED w/ 8d ' TRUSSWE IF APPLICABLEBRACE OR SHORTER) FASTEN (1) SIM ON HGA10 12" LONG 2X4 #2 SYP BLOCK AT 2x4 SYP SPANNING (4) CONNECTOR FROM BRACE LOCATION. FASTEN TO ' w/ 12d NACONT ' 8 (3) 12d �' TRUSS BAYS (8'-0") NAILED DIAGONAL BRACE TO SILL PLATE w/ 10d @ 3" O.C. @4" O.C.W STRUCT, SHEATHING y ' , PER JOINT w/ 3-12d TO CHORD IN BLOCK PLATE NAIL GABLE TRUSS 2x4 SPF CROSS -BRACE GREATER T AN 3'-0" '° 7 16" MIN. THK. - _ 1ST 4 BAYS) TO TOP PLATE w/ @ 48" O.C. - NAIL w/ �� ;° NAIL w/8d COM. @ 16d NAILS @ 4" O.C. (3) 12d AT EACH END & AT �r'. 3" O.C. EDGES & 6" m d CONTINUOUS LATERAL BRACING- , 2x8F.T. PLATE 1/2"x8" ANCHOR BOLT CROSSING AT 45°x ANGLE O.C. FIELD d m NAIL OVER X-BRACE AS SHOWN- - 4 BAYS AT 48" O.C. MIN. INSTALL LNG AT TRUSS WEBS CONTINUOUS BOTTOM CHORD BRACING 2"X4" MIN. FOR NAILING X-BRACING - 2x4 SPF OR SYP KNOCK OUT COURSE TRUSSES i° 10tl @ 4" O.C. Y `o w/ (3) 12d @EACH TRUSS WEB MASONRY WALL CONTINUOUS 2X4 SPF i � ' o 0 SPANNING (4) TRUSS GABLE TRUSS 'N BAYS (8 FT) NAILED TO€ 2X4 BLOCKING @ 4" D.C. i° w/12d & (3) 12d TO CHORD f'� NAIL TOP Of "T" a NAIL TOP OF "T" TO GABLE I ROOF SHEATHING, SEE , ;, TO GABLE TRUSS TRUSS w/ 2-12d AND 1 T813 FOR ATTACHMENT ( w/2-12d & (1) TB01 TYPICAL CROSS BRACING DETAIL N.r.s. TB02 TYPICAL CROSS BRACING DETAIL N.T.S. slMPsoNHBw/ OVER JACK TRUSSES, SEE 2X4 SPF BLOCKING SIMPSONMTS12w/ 3 m 10-10dx1 1/2" NAILS 1 , PAN' BETWEEN TRUSSES 1410d x 1 1/2" m FASTEN (1) SIMPSON HGA10 @ 48" O.C. MAX.Ins— o, ai @ 48" O.C. w/ 81/4"x11/2" �" NAIL DEADWOOD TO NAIL TRUSS BOTTOM PROVIDE 2X4 MIN. BLOCKING AT SDS WOOD SCREWS GABLE 2x4 BLOCKING w 2-12d TOENAILS NAIL TOP OF "T" / TOP PLATE w/16d @ CHORD TO 2X4 DEAD 5 CENTER LINE OF HIP/RIDGE, TYP. END TO TOP PLATE / BEAM TO GABLE TRUSS w. 2-12d 4" O.C. WOOD w/16d @ 4"O.C, t `tttepp p a1p,r t �t BETWEEN TNAILS RUSSES W/ (2) 12D FRAMED WALL OR BEAM AND 1-SIMPSON H8 w/ " BAYS EACH END TO TRUSS TOP BELOW, SEE PLAN. 10d x 1 1/2" NAILS SIMPSON LSTA30 w/ EN, r • �t� ��i CHORD @ WOOD FRAMED WALL @ DUTCH GABLE - 141od @48" O.C. R ,�^h �p ;C m` o No 67 a4 ;* o TYP. FRAME WALL OR BEAM m N TRUSS ALTERNATE TO BLOCKING BELOW SEE PLAN = r ,: 4 A PRE-ENGINEERED VERLAP TRUSS BRACING TRUSSES AT LEAST ONE TRUSS 6" OVERLAP GE01 GABLE END BRACING N.T.S. GE05 GABLE END BRACING -FRAME WALL o ; ® u` '•• ST IE Cf :• m A TRUCTWOOD PACE N.T.S. °E1'o - --- SHEATHI)NGL G.T. � ADD 2X4 ALONGS6. IDE RIPPED 2X4 SYP #2 a y rb TOP CHORD WHEN REQ'D NAIL TO TOP CHORD y � Btt , 1ppppp:+ a TO PREVENT SHEATHING ACK ""' OF HIPPED TRUSS vJ/ SPAN FROM EXCEEDING RUSSE HIP 12d NAILS @ 6" O.C� °' F MAX 24" SPAN (EITHER G.T SIDE OR BOTH IF REQ'D) a m ROOF (2) 12D NAILS MINIMUM (3) 12d AT 12" O.C. MAX PER JOINT a SHEATHING MINIMUM 2"x4" SPF OR SEE * SPACED AT 10'-0" MAX SYP TRUSS BRACING m E „ I00 PLAN ��oq 00 2X4 BLOCKING ���111 H = Q o 48 .ram � � 41 BETWEEN TRUSSES HIP TRUSS m 0 € = ,Yo �9sd„ Ddi?_z ._R� w m.=N T. AA SECU TB03 HIP RIDGE BLOCKING N.T,s. N "�93$ 0"om5 a Q m �'� a ui w `m ` \� 13 DETAIL / TB04 TRUSS BRACING OVERLAP DETAIL (TYP) N.T.s. 0 �j m ,¢j F` a ZZ d �a g ¢� $; 3 0 M d m W WEm itmO Y 0 u Om mN m m n„ ZnaMi Q o�Fg ♦� ,4, pa, E o O u <] o YG N SEE„ a W V J �s W .FDSENG,COM - ❑ ❑ El TRUSS NOTES: d Z N O VJ M 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND $ r z �y n 1 z q O a 0 3 BRACING SHALL THEREFORE 13E INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT 3 W a IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED N i0 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES &SHALL BE LOCATED ADJACENT TO THE SUPPORTS, NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT � p- cn z o EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. c In CO Q 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL AT 0 4J 4� Q Fo BE ATTACHED W/ (2) 3-12d NAILS EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM BRACING CHORD SHALL BE INSTALLED AS REQUIRED SY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. E O w o SEE TYP. TRUSS BLOCKING DETAILS o Ln M �M ^ 4, „ SHEATHING 9 m f3 U N E 3TO4 TRUSS 2X4 AS SHOWN 0 W ALTERNATE = o TRUSS SPACES DIRECTION O o VERTICAL SCAB 2X6 #2 SPF 48" O.C. W/ (4) 12d TOP & BOTTOM OR H5 SEE OR HCLR/LL IN PLACE OF (4) 10D REQUIRED @ RAFTERS GREATER THAN 8'-0" .. SECTION B-B SEE PLAN OUBLE TOP ---- ----------- �( - i( T�.71I - ---- ---- --- i( - -- ------ it r . alm 3 ® DAMS HOMES � NAILS s TRUSS o ' aoo FLORIDA CONTRACTORS LICENSE NO. CRC1330146 LE y 3000 GULFBREEZE PARKWAY PRE-ENG. TRUSS PL4TE SECTION B-B TOP PLATE ui GULFBREEZE, FLORIDA 32563 2x STUD WALL o- DIVISION LOCATION: SEE PLAN t CONSEE FRAMED RIDGE STRUCTURAL NOTES AND NAILING SCHEDULE FOR PORT ST. LUCIE MAY B MAY BE NAILED w/ MIN. (a) 12d WHEN IT LANDS VERTICAL SCAB 2X6 #2 (4) 12d NAILS SHEATHING DETAILS EA. END z w Job Information: SPF 48" O.C. W/ (4) 12d NEXT TO PRE-ENG. TRUSS 2x8 BLKING. NAILED @ EACH TOP & BOTTOM OR H5 OR m SIDE w/ (3) 12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12d m B REQUIRED w/ (2) MTS12'S REQUIRED @RAFTERS GREATER THAN 8'0" - `} COLLAR TIE 2X4 SPF BLOCKING O SHEATHIN h- EVERY 3 rd RAFTER @ 48" G.C. MAX.w/ N ( 3) 12d END NAILS 2X4 BRACE@ 4'-0" rn 2X4 BLOCKING BETWEEN CB EACH END ON CENTER ---►,' t ° O ¢) 0 BEVEL CUTS TRUSSES W/ (2) 12d NAILS (OPTIONAL) ' LL � IV -O ® EACH END, CONT. EACH BAY � M W 0 B TB 2X4 SPF W/ (2) *7X3-1/2" a N ALTERNATING DB WOOD SCREW EACH TRUSS Q) O CN > BLOCKING OR HE @ 48" O.C. W O � m PREfNG. TRUSS 1= O M STRUCTURAL SHEATHING CONCHORDFAT N d) M ALLTHAND FRAMED AREAS TYP. y r- r C U SEE PLAN FOR CONNECTION /•y'� 2X4 P.T. BLOCKING BETWEEN TRUSSES W O d TRUSSES TRUSSES W/ (2}32d NAILS @ AL WOOD2x8 #2 SYP RIDGE BEAM , m O O _j III 0 -0 EACH END MA8'-0" 2x6 RAFTERS @ 2'-O"O,C. . O 0 �ZD Ip J co V / V / MAX. w/ T RI COMMON WALL BELOW TOENAILS TO RIDGE BEAM VI Model Name / Number: (SEE PLANS FOR TYPE) 2X4 RAFTERS FOR SPANS LESS THAN 2010 4 FT @ 2'-0. O.C. MAX W / (3) 10D CONC. MASONRY COMMON TOE NAILS TO RIDGE BEAM STEEL OR WOOD o 2X4 CONT. AT T&BCHORD BEARING SUPPORT SIMPSON HGMA10 TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/2"GAP 4'-0" O.C. MAX AT.@ To Plan Issue Date: @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING Tuesday, January 14, 2020 EXTERIOR - INTERIOR _ a m KA PROJECT NUMBER: d Y 19-7913 8" C.M.U. SEE PLAN FOR REINF. m o Sheet: �-� Of: T11306 BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.s. TB14 NON -BEARING EXTERIOR CMU WALL ROOF FRAMING Al 0 AND BRACING DETAILS THERMA-TRU INSTALLATION KEY DIFFERENCES CHECK LIST Rough openings are 1/411 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 the jambs and headers using 1/8" drill bit. Predrilling increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws. Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A 1 x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/1611 DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 11/4" EMBEDMENT INTO THE MASONRY JAMBS. SPA EVE 6" 6" 6" 6" SINGLE DOOR C )A FE B SINGLE DOOR W SIDELITE 3" ro 3" 3a 3n 3" 3" III Ill E 1 i" 3rr 3" 3" 3' 16'ti 6 6 6r, DOUBLE DOOR W/ SIDELITES G WACE .VENLY II C� 0 SINGLE DOOR W/ SIDELITES DOUBLE DOOR LOCATION OF BARRIER TO BE 1'-011 IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE FILLED PVC. PIPE. TOP OF SLAB d Op I°.IIN,IINI f - Ir - If I o a d v1 O z 1 ' 16" MIN. DIAMETER ! CONCRETE FOOTING SPACE EVENLY pagD ft�l Oroµ Saw T" DISCOS TO use in 5th(uune Valley centerline ' SHINGLE INSTALLATION GUIDE ROOF CRICKET: MIN: 3:12 SLOPE (REQUIRED AT ALL LEVEL VALLEY RTICAL WALL ENTRY NOTE: THIS DETAIL IS REQUIRED AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. SEA NT L NAIL SHINGLES W/ IT OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS, 6 PER SHINGLE. Do, Po° and Undo, a"n`d iep Ur4aCo .dfpUt'•a / E X \OdCP/a1sV Gods ASPHALT BASED SEALANT APPLIED TEXTURED, PAINTED BEHIND FLASHING EXTER. WALL FINISH AND DGENDING A MINIMUM OF 6" ABOVE 6" X 6" H GALV. VERTICAL RISE OF FLASHING FLASHING CONT. AT KNEEWALL PLASTER STO SEALANT ROOF SHINGLES 6" X 6" H GALV. i FLASHING CONT..- FLASHING DETAILS FLASHING DETAIL AT CRICKET / KNEEWALL INTERSECTION INSTALLATION OF BUCK BUCK STRIPS - 2x (DEPTH OF W'DOW AND/OR SGD FRAME MIN.) GLUE STRIP e \ 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 1/2" DRYWALL FLAT HID. "TAPCON" SCREW THRU N THE W'DOW FRAME INTO MASONRY =• JAMB MIN. 4" FROM END AND MIN. 16" C.C. 1/8" SHIM SPACE EXT. FINISH ° DRIP EDGE WINDOW SEALANT BACK OF JAMB GENERAL CONTRACTOR TO COORIDATE SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S 2X WOOD FRAME BY OTHERS SHEATIIHI1 15 9Y OTHERS EXTERIOR CAULK BY OTHERS O.A. WINDOW HEIGHT EXTERIOR. salm m W4 imI 1j Ili 11I I.Y"• ME � Id�h+l�--�•--- rrna..BBBrr �ir �' INTER101t 1 PROTECTION BARRIER DETAIL TYPICAL FRAME OPENING N.T.S. WINDOW INSTALLATION N.T.S 5 DRIP EDGE. )RIP EDGE AT EAVES AND GABLES OF WOF5. OVERLAP TO BE A MINIMUM 'em). EAVE DRIP EDGES SHAH EXTEND N SHEATHING AND EXTEND BACK ON THE INIMUM OF 21n. DRIP EDGE AT EAVES PERMITTED TO BE INSTALLED EITHER 1NDER THE UNDERAYMENT. IF INSTALLED UNDERIAYMENT, THERE SHALL BE A 41n WIDTH OF ROOF CEMENT INSTALLED DRIP EDGE FLANGE, DRIP EDGE SHALL BE :ALLY FASTENED A MAXIMUM OF 321n ON MERE THE Vasil AS DETERMINED IN SE WITH SECTION 3301.2.1.3 IS 110 MPH '�, _ i11ua1iaWn Instructigls For All Fixed windows with Mountie Fla r],,�J/ Hy-Lite L� IndtMes am of the folwng series: rVF200 624 1825 / A214 / FL34 / A230 J FL30 J V7500 / V1490 / V300 / V380 VT280 20 GB00 GB2080 Press e662 Prestl SB2 LH10 Matlmum Fastener 6Padng (lambs, Head and.511n 8 4" B" " " " 4` ...F,..___.y V. b__. °,� 8_.�__y Wall Frenifti #2 SpruWe(Pir Pln Or BeOa Don �Slle #10X3-1/2" --�—a---,— #30 Minimise Penerebon Glaoin i 1.3/8" tbFIB-- C1tyV1 SeQion View Fixed View Of Fixed Witdxi kralnnwn 9nlmne efaWlr S11aa61lrp. Note: We s11nowly2 Mmend tiff Ofaasb/rtyend/or 118401SIpes and AN# pains, a, Aratedyn ASrM EZ112-01. However, due to ver2eNon/ecadessnd buOdMy bPeS 88/eftup Mthe end ateev M devoid" Meyroper/nslasila my o/Mess l@ms. t : ruU3 E ,a^.P>.LP PFefpre Inscalllnq your ,Vlnryw, the bI-o", --P may be Peeled back for IM.pectlon, but please:e-stick the wap to prOs:T IT,,". from saa0cixs zno Ca',lamage unfd coistrdIN, l, complete_ Sep 1 Measure W be sere be opening is 3/8" W 1/2' larger then (he willow size b weraapy mud hortm ny. You may wl,h to pre -MLR the Insialktwn hoes in Its, fin at Uds WI vismayased tIM hats M clue Ll nn M &W are non, Dad Step 2 Apply a ganowne Beall of doors, to the baddde M the mwmtlng On. Use aeugh sXkws, To suMdantly All all wills between the fin and the wall leashing. Step 3 insert the window IBM the opening tram the Dodds. The window a labeled "hdde" aod'owside", but IMoes label, have been remoed the TRI bead shook aWiays be b Me Imke of the MoIRRIV. Step 4 Install shims Under the sill, adkM g them untl roe alit Is plumb in Be opening. Shams shook be installed Under Me ill sway 2 feet. The window should IS, basecagy centered in the OpeanD w9dl no move than.V4'9RP between Me window and Wall Step 9 [nta00#10X1-1/2'sarm 4" from the carer Mlle fin M!! aid of Me head, iX and body bs. Sep 6 [rube d,e 1'lmaklitg Fastener M 8' ilcranen6 from Oe Tnner Sftaµg ID Ole cents Meadr frame member. tux carenot b omer, UOGGA Me son"A'S and Pun Man "BoUgh the fin. Alan, make sure the Sinews 90 in straight and oD not cause the frame W bow. Wall hammy shodd be a minkr urn M #2 SprorJPyWRN Fawners Mould be #10 scram of sufficient length,b adTleVe 1-3/B' MN the wax and ro lele than if2' hob a Mfiaml Fa$tM endtledreEdWIneach &famebaoleveW M Rome M&nber 10` 18' 26" 34' 42" So" 38" 68" T4" 81" 90' 98" Norther M Faflaers 1 3 8 6 2 8 9 18 11 12 31 7 RemOw ercae illmne ueeze ouC tram arauntl Me 0n ant I far nays or wI05. Use siliNne W aI any voids. Sep 8 If desired, a foam Insulation can be applied a Ore interior gap bean a Ore window and wall hanang. If applied, fhtrmust be The NON PXFFlNOINB `yPP FOFaf. Step 9 Spa t esewlldows arc typically used in moms with high AADSRUI k; bdhrooms, 2 is recommended Omit t e inta for gap between the willow and wall framing also be sealed wIM winos and tooled sa as not to inedere wain the awbXetlan M wallboard, Ole in BUD, Step 10 Once all construction is corplie, remove Ina bubble wrap aim the inside and outside M Me windov. If necessary, dean tie blocks with a neld detergent ant Winn water Using a soh cloth. Failure to follow, these procedures Will void any and all warranties. GENERAL NOTE: 1- SEE COVER SHEET FOR WIND PRESSURE AND EXPOSURE. 2- SEE ELEVATION SHEET FOR ROOF OVERHANG AND PITCH. 3- SEE TITLE BLOCK FOR ENGINEER SEAL AND INFORMATION. SEE STRUCTURAL SHEETS FOR ANY STRUCTURAL INFORMATION AND CALL OUTS. Product Approval Submittal Affidavit Building Address: Contractor: Building Permit: Product Design Pressures Manufacture Model # Attachment Approval # Method Roofing: 1st Choicel CADE COUNTY APP. IKO Industrues, Ltd Cambridge AR NAIL SHINGLES W/ 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE, FL7006.1 R-10 W/ 3/8" MIN PENETRATION THRU SHEATHING ROOFING VENTS: Florida Metal FLAMCO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, Products Inc. "Off -ride vent" 1" FR DGE AN C. TYPI FL21580.1 R-1 ROOFING UNDERLAYMENT: 1st Choice TAMKO BUILDING TAMKO No. 30 UNDERLAYMENT SHALL BE APPLIED AND FL12328-R8 PRODUCTS LLC #30 ASPHALTSATURATED ORGANIC FELT ATTACHED IN ACCORDANCE WITH R905.1.1 2nd Choicel I I Overhead Garage Doors: 1st Ch01Ce +30.0/-30.0 CLOPAY 73W6 16 x 7 2"x6" P.T. WOOD JAMB WITH (5) 1/2" DIA. x 8" "1" BOLTS FL16546.1 2nd Choice +30.0/-32.0 CLOPAY 8 W6 FL15279.36 Swing Doors: 1st Choice +67.0/-67.0 THERMA TRU-CORP. FIBERGLASS DOOR GLAZED INSWING 2x BUCK ATTACHMENT TO BE ATTACHED WITH 3/16" X 3" TAPCONS MIN. 4" FROM TOP & BOTTOM OF INTERSECTIONS FL20461.1 THERMA TRUDORP. FLUSH FL20461.19 2nd Choice +67.0/$7.0 AND MIN. 12" DOOR FRAME SHALL FIB OUTSWING BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM FL20461.2 TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. THEREAFTER. (TYPICAL ALL 4 SIDES) Sidin • 1st Choice +0/ -146.3 The Tapco Group 7" Staggered INSTALLAITON FASTERNERS ARE GALVANIZED STEEL ROOFING FL20403.17 Shakes NAILS 115" LONG WITH 1/8" DIA. SHANKS & 3/8" DIA. HEADS AT 10" O.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL N.A. N.A. N.A. Oice SHALL BE BEYOND WALL DRESSING 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) ANCHOR WITH MIN. 1 k" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS �OR NS CIENT ILTH. TO PROVIDE 6/8' MIN. EMBED. INTO WOOD ILLTION THROUGH 2X BUCK USE #8 WOOD SCREW OFBUCK. +40/-50 MI WINDOWS 3540 SERIES Single Hung (flange) FL 17676.8 R9 3540 SERIES +50.0/-50.0 MI WINDOWS Picture window SUFFIENT LENGTH TO ACHIEVE 1%" INCH MINIMUM EMBEDMENT FL18644.3 R3 IN WOOD SUBSTRATE. Mullions: 1st Choice M-1926 MI WINDOWS Vertical FOR ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE FL 18504.1 Mullion 3/16" TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 11k Horizontal FL 15804.2 M-1926 MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM ullion EDGE DISTANCE Fixed Glass" • 1st Choice +50.0/-50.0 U L K 625 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR FL18644.3 R-3 WINDOWS WITH MIN. IA" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD 2nd Choice BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. 3rd Choice Soffit: 1st Choice +55.0/-35.0 KAYCAN LTD 8" BEADED 1 R/2TNNIL F10" O.C. IN FL16503.4 R-3 SOFFIT TH Hurricane Panels: 1st Choice 46 PSF EXT/ HURRICANE STORM 24aniz" is ed Galv DIRECT MOUNT. TOP LA -20 MALE PANELMATE W FL16293.1 46 PSF TNT. PANEL MFG. INC. Steel Stone WINGNUTS AT 121i'z" O.C. BOTTOM 1/4"-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: FI. # 82126 Name: Luis Pablo Torres Certification Number: FI. # 87864 , � I j �n , -`F" '/ ttttyltllll flff! °�ePBi°•TO9F41''., �! �� J�5•�'pIE NoI S64;* l y*. I* :a rot : u. S T E OF .: 4i iii�.(�•R<C-t N' % '!!ll tl{lttt 1000 IM Is Go r- uT 00 g1= QO�0 U 01 €€'gg Dr?VV�m ii LL LL &pymrn o 2 W SmN = a w 0 Wmlim°- a ® U<izm ° a as3 Z.0 , 3zo ll�m gg; 11: 0 o g�WS w 10gE o OC 000 O -pS lap, E°i CODO LLe � a X°i3 .I a s" JgT� 3 i s 2 m „ W < 0 J e RS ww`W\.FosENGcoM ❑ ❑ ❑ W oD z r- M Z M o may/ 0 Z Q IM a _ 0Z o w F- .jvlr.\ _ tlo E U — 0a O w to c n t%) 0 M r m cO U @NE w 2 p o 7 U o0 c naY Q FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 PORT ST. LUCIE I IV I Job Information: N O 20 DO w ; Z n o LUlY i9 Z M ci r 7 2 z I—YU00 0 ° J LLJ OJ n 0 LL Ib U) U) Model Name / Number: 2010 VI Plan Issue Date: Friday, June 12, 2020 KA PROJECT NUMBER: 19-7913 Sheet: S-5 Of: REFERENCE INFO WEATHER RESISTIVE MECHANICALLY FASTEN AS FOLD UP WEATHER NECESSARY IN CORNERS THROUGH ., RESISTIVE BARRIER& FLASHING REQUIREMENTS THESE DETAILS ARE GENERIC AND MEANT TO SHOW SELF -ADHERED FLASHING ��, TEMPORARILY SECURE BARRIER GENERAL FLASHING AND WATERPROOFING METHODS �RESIWEATHER DOOR ROUGH OPENING TO BE USED. R'105.1 General. Exterior walls shall provide the building with a weather-reslstant exterior wall envelope. The exterior SITIVE WINDOW UNIT w411 envelope shall Include flashing as described In Section R703.4. A water -resistive barrier Is described as a BARRIER `� EXTERIOR WOOD FRAME CONSTR. SLOPE mtterial behind an exterior wall covering that Is Intended to resist liquid water that has penetrated behind the exterior TAPE SHEATHING SELF -ADHERED FLASHING 3/4"-1"BEAD OF CONSTR. BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN 0.3 in: 12.0 in SELF -ADHERED FLASHING covering from further intruding into the exterior wall assembly. An exterior wall covering is described as a material or assembly of materials applied on the exterior side of exterior walls for the purpose of providing a weather -resistive " (0.6 cm : 30.5 cm) barrier, insulation, or for aesthetics, Including but not limited to, veneers, siding, exterior Insulation and finish systems, WALL BY 61N. UP JAMB L USE LIQUID NAIL BRAND i OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING PRODUCTS DETAILS architectural trim and embellishments such as cornices, Soffits and fascias. R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 WEATHER RESISITIVE SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND for Type 1 felt or other approved water -resistive barrier shall beappliedover 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 2 Inches BARRIER SEAL TOPS OF JOISTS ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 (51 mm). Where joints occur, felt shall be lapped not less than 6 Inches (152 mm). The felt or other approved material UNDER DECKING SUBFLOOR shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the SELF -ADHERED FLASHING (SEE DETAIL WP07) ^ j 1, requirements of the exterior wall envelope as described in Section R703.1. t0 'o WIRE LATH R703.7.3 Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -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, fold u & temporarily secure weather P P Y resistive barrier above header to allow for flashing installation RIM JOIST Refer to the number marked as ® in each detail that to the Grade D paper. The individual layers shall be Installed independently such that each layer provides a separate continuous flashing Corresponds plane and any (installed in accordance with Section 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: barrier Is directed between the layers. Y resistive resistive barrier j 3. Fold weather resistive barrier back over head flashing and O seal with tape 2 O PAPER 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 9 g p or greater than that of 60-minute tere the tG Grade D paper aive barrier that lnd s separated from the stucco by an interves applied over wood -based sheathing has a ning er resistance g aatantiallyual to 0 o 2 O 3. Self -adhered flashing can be substituted for building paper nonwate"bsorbing layer or designed drainage space. € 4. Split the release paper using the ripcord (Split release on demand, o Scale: NTS SELF -ADHERED FLASHING FLANGED WINDOW WPM SELF -ADHERED FLASHING W P O2 SELF -ADHERED FLASHING W P03 embedded in the adhesive la layer) for ease of installation and to minimize y ) - scoring cuts 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. Self -adhered membranes used as flashing shall AAMA 711• All 3 FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILO POTSHELF/ CHIMNEY SHOULDER comply with exterior fenestration products shall a sealed at the juncture with the 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 greater for proper joint v adhere to substrate using a square piece of flashing material (6" x 6" expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. x 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 EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED ASPHALT ADHESIVE 6. Fold as shown by arrows surface of the exterior wall finish. Approved corrosion resistant flashings shall be Installed at the following locations: g 75 j ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THRESHOLD OF DOOR AND RETURN FLASHING, SEE ADHESIVE SELF -ADHERED FLASHING 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the 5 $ REFER TO TECHNICAL OR EQUALUP JAMB WEATHERWEATHEOUID NAIL R PROOF CAULIKING (SEE DETAID FLANGED L W OW tight t0 Comer Mechanicallyexterior wall finish or to attached flexible flash' water-resistiveion 703.2 for e. ng with tFlashi complycomply ith AAMA and door d r r' so�Is LETTER ON CHEMICAL � tc 8. Mechanically fasten as necessary wrrier shall712 g at exterior w ndow openings be installed R COMPATIBILITY ' SCORED shall in accordance with one or more of the following: v p RELEASE PAPER E ON 1.1 The fenestration manufacturer's Installation and flashing Instructions, or for applications not addressed In the = @ v No g7 64 N •:* SELF ADHERED SELF -ADHERED FLASHING, ' (BEFORE FOLDING, SCORE fenestration manufacturer's Instmctlons, In accordance with the flashin manufacturer's Instmctlons. Where g'. =_ ". �' FLASHING EXTENDA MINIMUM 6° VERTICALLY FROM RELEASE PAPERTO EXPOSE ADHESIVE AS SHOWN) flashing instructions or details are nt provided, pan flashing shall be installed at the sill of exterlor window and m LA BOTTOM OF door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to to surface of the THRESHOLD O' exterior wall finish or to the water resistive artier for subsequent drainage. Openings using pan flashing shall Incorporate flashing o �� • O r e try.., •' c s MECHANICALLY FASTEN AS or protection at the head and sides. •' °• SECTION -A NECESSARYIN CORNERSTHROUGH n r0T (0 R �``'•U' 4 ".fay -' `�i (SEE DETAIL WP02) SELF -ADHERED FLASHING 1.2. In accordance with the flashing design or method of a registered design professional 1.3. In =_ S �i,BS accordance with other approved methods. S pG t ®1,0ar N - SELF -ADHERED FLASHING O+ A� �\v 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA400, .e o a) F 2 SELF -ADHERED FLASHING cj 2. At the intersection of chimneys or other mason construction with frame or stucco walls, with projecting lips on both Y masonry o I, NAILING FLANGE sides under stucco copings. � 1 DO NOT FLASH OVER 2 SEAL TOPS OF JOISTS o 1 UNDER DECKING 4 6 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. a = it 'd FLANGE OTTOM NAILING H (SEE DETAIL WP07) 2 E 7 5. Ware exterlor porches, decks or stairs attach to a wall or floor assembly of wood -hams construction. 6. At wall and roof Intersections. o H N s w g9 ..... ':. ISOD to N Q S4 o ID OD o s� m 00 €cmg,q D r•N8 LL LL a!HALF SELF -ADHERED FLASHING rWP04 SELF -ADHERED FLASHING WP05 SELF -ADHERED FLASHING W P06 ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER 7. At built-in gutters. m mad„ pMmo H .6 8 m e, i D N 9 N o w ; ;:'• ,�..w.'.._'. m e. g t9 a mm a a O SELF -ADHERED FLASHING,<•_.,. DECK PROTECTORwe O " SHEATHING 7/8" Cement Plaster gqs°ffi W om C, 00 �- 7/g" Cement Plaster ° e €a 2 d d a in with ° o O ASTMC926 ce with 8 m 2 a O S -- SELF -ADHERED ie `- ASTMC926in n o E 3 w5 ill U i- LA FSHING PATCH :- a . - Felt backed metal Felt backed metal ~ WNM1V.FDS❑ ❑ ❑ 9 ENG.COM (Dmo "' SELF -ADHERED FLASHING -- : lathe in e wi h ASTMC1063 accordance .. lathe in accordant w ; DECK PROTECTOR Er, ...: c. Y' with ASTMC1063 y z ^ m z M O Building Paper Building Paper _ z c `0 ¢ ._ O 7/16" O.S.B. 7/16" O.S.B. r-sheathing sheathing DOUBLE; SINGLE JOIST ,�,'�� ' ' �� ' = V Z O JOIST SELF -ADHERED FLASHING SELF -ADHERED FLASHING 1 x '�.: Metal - Keep top edge �' Flashing _ of weep screed c 8 // n (9 S' Q) �, � " �i 2" below top of , D 2 3" MIN 3112" lock Unperforated b E /^,` _ ❑ E )V- W uun 4 ) Flange 7/8" Vulcum Weep Screed tt l ' W w s O 5 joint oyom mm V nuk Maintain Metal Flashing 5 M V = N E 8 Bottom of 00 SELF -ADHERED FLASHING \HO.8362x;DECK JOIST WP07 SELF -ADHERED FLASHING W P 08 APPLYA LIQUID FLASHING TO THE MASONRY OPENING HEAD, JAMB, SILL IN ACCORDANCE WITH W p 0 g Wee Screed 3-1/2" Unperforated Flange 7/8" Weep Screed s °10 N OUTSIDE CORNER THE MANUFACTURER'S RECOMMENDATIONS, BEFORE 1 1/2 to 2" N U 00 INSTALLATION OF THE BUCK/RECEPTOR. Above Roof 1/2" Cementitious g Decorative Finish Z y °_° c M v o It a m o W - a j10 A DAMS HOMES E • • o, All inside and EXTERIOR WINDOW UNIT o outside corner will FLORIDA CONTRACTORS LICENSE NO. CRC1330146 CEMT. FIN. need to be miter 3000 GULFBREEZE PARKWAY Cement Plaster cut and caulked all N GULFBREEZE FLORIDA 32563 BUILDING PAPER SLOPE - SLOPE in accordance butt joints need to �• 4 ' becaulked using d r SLOPE 0.3 in: 12.0 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) with ASTMC926 over wood 2nd Vulcum caulk for all floor a DIVISION LOCATION: PORT ST. LUCIE (0.6 cm: 30.5 cm) VI Job Information: SELF -ADHERED FLASHING w WIRE LATH _¢ SELF -ADHERED FLASHING EXTERIOR Cl) N CEMT. FIN. BUILDING PAPER u WIRE LATH ' `o O V 1/2" Cement N N IV SELF -ADHERED FLASHING Plaster Finish x a LU m > . .. - .. a CN WIRE LATH Block 6 W m 2 1/2" Perforated ~ m M BUILDING PAPER " 4• Flange 1/2" Weep > r• BUILDING PAPER Cement o, Screed Plaster in m O a over block _ _3m LtJ o 0 EXTERIOR 1stfloor N _J 0 (1)In L= WINDOW UNIT CEMT. FIN. Slab Install bottom .1Model Name / Number: edge of weep screed V below 2U1U finish floor Plan Issue Date: 2 2 OPTIONAL DETAIL o N Tuesday, January 14, 2020 KA PROJECT NUMBER: 3 O Note: The building paper nd metal lath must be Installed Over the top Of WEEP SCREED DETAIL the weep screed. U SCALE: NOT TO SCALE Y N 19-7913 SELF -ADHERED FLASHING CEMT. FINISH WINDOW HEAD rWP10 SELF -ADHERED FLASHING CEMT. FINISH WINDOW SILL W P 11 SELF -ADHERED FLASHING CEMT. FINISH PARAPET WALL W P 12 Sheet: W P Of: r WATER PROOF a DETAILS SEE FLR. PLAN FOR ��•° - I is •.I . BEAM SIZE FILLED CELL (TYP) 'I- 8" CMU W/ 3000 PSI ° I SIMPSON HUC410 W/ (18) 1/4"x23/a" TITENS GROUT & LINTEL W/ & (10) 10d NAILS. 1 #5 MIN. LAP 30" (ACI 530) BM./CONN DETAIL 1.. = 11-01. H2.5A TYP I I I I I I i PRE-ENG. TRUSSES SEE ROOF FRAMING PLAN ----------------- I , HEADER BEAM OR 1/2" PLYWOOD I LVL I i- - --------------•( (SEE FLOOR PLAN ON THIS SHEET FOR SIZE) (2) MSTA24 POST TO BEAM ; ABOVE W/ (18) 10d x 1 1/2" SOLID PAD OUT , IF BEAM IS LESS THAN POST WIDTH SEE DET. ON THIS SHEET 1 , , 6" X 6" #2 SYP ; 2x4 P.T. POST i (2) 1-3/4' 11-1/4" LVL L--- - "X6"#2SYP P.T. POST I � SIMPSON ASU-66 w/ 5/81, PAD 0 U T DETAIL x6" WEDGE ANCHOR ; SCALE: 1" = 1'-0" I , , ----------------------------------------- 1' I III 111 n I,I ' -II1I 1 I11 II - II ImIIIII IIIIII'III Z I1 m }ar - III III POST SECTION SCALE: 1/2" = 1'-0" 20'-6" 10'-3" 10'-3" 30"x30"x12" DEEP 20'-6" 9'-9" W/ IC L) EA. WAY (TYPICAL) 9 8 B'-g 6" 6„ c a (2) #2 2x12 SYP BEAM �— — — — — — — — — — — — — — — — — — — — __________ - ®___________________________ \\\\\\y P.T. 6x6 POST u 4" 2500 PSI CONC. SLAB Vi Wo N °o r) p Wo �o 111 ' 6x6 10/10 W.W.M., OR FIBERMESH/FIBERMIX I11 N U, J z o I I N � � III ADDED TO THE CONCRETE IN ACCORDANCE Vi » — — J MANUF'S INSTRUCTIONS AND NER-284 FOR rn o ° D o FIBERMESH OR NER-414 FOR FIBERMIX, "' ti _ �� A= A LIGHT INSTALLED IN OVER 6 MIL VAPOR BARRIER x x fl BRACED OUTLET x �° 54 t FOR POSSIBLE 5 4 ; 4" PATIO. SLAB ;;; M m FUTURE FAN M x ONw W/8" x 8" THK'N 23 WF r�i EDGE III a Gyu�FI ROOF PLAN. FOUNDATION PLAN SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-O" ADD FILLED CELL W/ COVERED PATIO WHEN REQ. L - — _ — - SCALE: 1/4" = 1'-O" DOOR LOCATION MAY VARY PBL r��° r'T''P N .` �5 .•gip SF•. F o N v' No $7864 STA E OF . g . : 44/ m F4 Q R \ ��1FS IC) N Al � I%% r vY1 g' ZiImWz�WDn �4aN1aOvo�GOM.NMLLmir�cBi aUN O4ziNJLLN1 WaVpo¢JWz w W rOJ �!=�L up z 13 a IM3m m LL O6p0 PeQo JLLj im WW`WW.FDSENG.COM ❑ ❑ ❑ W — m O N O 1■ z m O W z 9 N O ¢ O d LL — O Z o ` ul) CDQ /W\v 1JO m III U�t9a W V) I (mil ill (D =m m w ON o O _00 0)7 c lillsill ® �'1AMC unMi'Q FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 PORT ST. LUCIE IVI Job Information: No N 0 N.2 z w � N W j 7 m� W co a)M z H U m 0 a Q J W z) a o J m (n (n i " Model Name / Number: 2010 Plan Issue Date: Tuesday, January 14, 2020 KA PROJECT NUMBER: 19-7913 Sheet: pil Of: 20x10 PORCH N 42X42 A/C SLAB ,ER_, BY BLDR MIN °GAT° W/ BUILDERR 2' FROM WALL DHL..2b SH AREA CALCULATIONS C _ 1tSX16 Alen caRacE 425 s.F GARAvE' . Platform by z_� COVERED ENTRY "B" 87 S.F. '.. 8'� CEILINGbldr COVERED PATIO/LANAI G 7. ELEVATION ,.A.. scale :1/4"=1'0" TOTAL AREA. UNEER ROOF 2522 S.F. NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS s Transfer ducts/grills sized in compliance with Florida Residential Building Code-M1602.4 ' CHD balanced return air.; EXCEPTIONS 1=3 L ,--\ SCALE ,,1 /8".= 1.'-0" Must have a minimum clearance of 4 inches around the air handler per ,the State Energy, code. All duct has an r=6 insulation value. Rating v s 0 ry N o U S c6 c6 e3 s cn m _O W W (if F— W a w iz U) W W � I O Z Q O Z — J m Q 0 Z W 1An;;r 0 z o w < �� 0-__ _J C/) o