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HomeMy WebLinkAboutBuilding PlansR318.1 TERMITE SPECIFICATIONS: CAST IN PLACE CONCRETE STRUCTURAL NOTES: :STRUCTURAL DESIGN CRITERIA INDEX OF DRAWINGS TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDE,, INCLUDING SOIL APPLIED PESTICIDES, CODE CRITERIA SHT N0: TITLE BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPRr /ED METHODS OF TERMITE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5" PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW ( ONSTRUCTION (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 DEPART MENT BY THE LICENSED PEST PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EACH WAY. FLORIDA BUILDING CODE 6TH EDITION 1,2017) RESIDENTIAL FLORIDA FIRE PREVENTION CODE 6TH EDITION (2017) FLORIDA BUILDING CODIE ACCESSIBILITY 6TH EDITION (2017) CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 1 1/2" TO FORM U.N.O. NFPA 70-14, NATIONAL ELECTRICAL CODES (NEC 2014) & 6TH FBCR Ch. 34-43 TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1064A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318-14) AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRADE TO BE MIN .75 LBS OF FIBER PER CUBIC YARD. SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301-10) NOTES: 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM A615/ A615M GRADE 40 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP 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 WOOL) 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 MS05 ON LINTEL PLAN PAGE. 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 6th. EDITION (201-7) 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 WOOD FRAMED CONSTRUCTION MANUAL 2015 EDITION APA PLYWOOD DESIGN SPECIFICATION 2012 EDITION AMERICAN SOCIETY OF CIVIL ENGINEERS: ASGE SEI 7 10 / ALUMINUM DESIGN MANUAL 2015 EDITION 1• CODE REQUIREMENT'S: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: EXTERIOR COVERING MASONRY WALL CONST. 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 A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES (B) LOCAL STATE AND FEDERAL BODIES DEFLECTION CRITERIA EXTERIOR WALL LATH ATTACHEMENT LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERII�LS. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED TO WOOD SHEATHING WITH 11/2" LONG, 11 GAGE NAILS HAVING A OF 3000 PSI SLUMP 8" TO 11". CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION. 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINEaS WITH THE CELLS FILLED WITH COARSE GROUT. 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE IOP AND BOTTOM AND AT A MAXIMUM SPACIING 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 IATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. 8. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS. 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14. 11. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER CODE. GROUT SHALL BE FLUSH WITH TOP OF WALL. 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: 7/16" HEAD OR 7/8" LONG 16 GAGE STAPLES SPACED NOT MORE THAN 6 INCHES ON CENTER VERTICALLY AND HORIZONTALLY (REF. 2017 FRC R703.7.1). R703.7.2 PLASTER. PLASTERING W/ PORTLAND CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHEN APPLIED OVER METAL LATH OR WIRE LATH AND SHALL BE NOT LESS THAN TWO COATS WHEN APPLIED OVER MASONRY, CONCRETE. R703.7.3 WATER -RESISTIVE BARRIERS. *TL MAX 2" UP TO 40f7 SPAN * *TL MAX 3/4" *** TL MAX 1/2" GENNERAL ROOF LOADING WOOD CONSTRUCTION - WATER -RESISTIVE BARRIERS SHALL BE INSTALLED WHERE CEMENT PLASTER (STUCCO) IS TO BE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER. THE INDIVIDUAL SHINGLE METAL TILE HEAVY 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. Ifl ACCORDANCE WITH R7 .2 Y F A APPROVED WATER RESISTANT BARRIER MATERIAL 03 1. TWO LAYERS 0 N A O D� 2. ONE LAYER OF AN APPROVED WATER -RESISTIVE BARRIER (PAPERBACKS E, STUCCO LATH) OVER AN APPROVED 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLE END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE S.P.F'. #2. 2. ALL, LUMBER SPECIFIED N DRAWINGS ARE S D 0 W NGS E 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 ROOF (PST) ROOF (PSF) ROOF (PSF) ROOF (PST) TOP CHORD LL TOP CHORD DL 20 7 20 20 15 20 25 BOTTOM CHORD LL* 0 0 0 0 SYNTHETIC HOUSE WRAP. 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTT_R OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION BOTTOM CHORD DL 10 10 10 10 R703.4 FLASHING. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE I ASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO 7Itt BUILDING STRUCTURAL FRAMING COMPONENTS. FLASHING SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. EXTERIOR WINDOW/DOOR OPENINGS. INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTIONS WIT( i FRAME WALLS. SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. 5, ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. TOTAL (PSF) 37 37 45 55 - BOTTOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE ATTICS W/ HEAVY STORA13E * ATTICS W/ NO STORAGE 20 50 10 UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND ';ILLS. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. (NON -CONCURRENT) CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FI oOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. • AT WALL AND ROOF INTERSECTIONS AT BUILT-IN GUTTERS. 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.0E Fb 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP 1.7E Fb=2400 PSI MIN. 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: ROOF DECK: PLYWOOD GC/GD, EXTERIOR OR OSB FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN APPROVAL FROM FOR OR INDICATED ON PLAN GENERAL FLOOR LOADING WALL SHEATHING: 7/16" STRUCTURAL 1 OSB EXPOSURE 1 OR 15/32" RATED OSB EXPOSURE 1 A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. TOP CHORD LL TOP CHORD DL _ 40 (PSF) 10 (PSF) CONIMMENTS: WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY II BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 30FE ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:9 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA- (+) 27.6 (+) 27.6 10 (-) 29.9 {-) 37.0 {+) 26.5 (+) 26,.5 20 () 28.8 () 34.4 o Q 50 (+) 24.8 (+) 24.8 4 O () 27.1 () 31A Q Q {+) 23.4 (+) 23,4 100 O 25.7 O 28.8 DIAGRAM GARAGEDOORS SOFFIT 9'-0" x 7'-0" 51.3 (+) 24.3 (+) 23.3 O 27.5 (.) 26.0 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY W/IN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED 17OR PERMITTING. 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 3.1 FOUNDATION DETAILS 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT a S-1 LINTEL PLAN S-2 DETAILS x S-3 DETAILS o S-4 DETAILS E S-5 PRODUCT INFO SHEET C WP WATERPROOFING DETAILS M-1 HVAC CL m a,,el3h14r1�A��> o +�. s C:) co E No a 34 O co Cq - 0 , a 0) o E r, ' .f f ` ;�'y ❑ CL Y u v x' z rn H 0 CL B a 0 c m N N W B c a v 1--1 i1 00 $��� sn 00 0000 �o"vc'io ik *k U! N @ ,= mBiV cYo 000H J J J cW m�c Z Or-60 LL LL LL °9'•-o'W.- mcNi.. M a) O m-',° m r.Z PRE ENGINEERED WOOD TRUSSES BOTTOM CHORD LL 0 (PSF) SEE FLOOR PLAN FOR ACTUAL PRESSURE U) W at n m BOTTOM CHORD DL 5 (PSF) ¢ Y .o?.�G � N t,.i N C t .- 1. ALL PREFABRICATED WOOD TRUSSES SHALL. BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER LL w W ° u o STRUCT URAL PLAN m N R°° `0 Z ®� a z z o 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS SPECIAL FLOOR LOADING � 0 � ° T� � 4 0 3 z F° U) `-mto d(N d O -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. 116 w Z5 U) � E rn 0 0 m o 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO Q r+w °� m GAME ROOM 60 (PSF) COMMMENTS: a ° Z N a WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. N a M 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. BALCONIES/ DECKS 40 (PSF) o 15 eLLW o J p BALCONIES OVER 100 S :FT 100 PSF �" ° o 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY Q ( ) °• E 2 T'� v � LIGHT STORAGE 125 (PSF) 2 o w = w THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. LIBRARIES C �.y ° www.Foserv,.coM ❑ ❑ ❑ 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. -.-- 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. READING ROOMS 60 (PSF) CD 10 SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, STACK ROOMS 150 (PST) z N co AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED GUARD RAIL @ HAND RAILS (d) 200 (PSF) N z c» 0 AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES I'OR REVIEW AND APPROVAL PRIOR TO FABRICATION. GUARD RAILS IN FILL COMP. (f) 50 (PSF) a 8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) Z r Q SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 (PSF)LM 1` `o STAIRS 40 (PSF) 3 LL UPLIFT CONNECTORS - FOOT NOTES - CO - z o O 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG Q TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD THE TOP. o vU - NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR f. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A @-' w MORE INFO, HORIZONTALLY APPLIED (NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. �5 a E ` m U - uoi --- E Q ut�a w o FIELD REPAIR NOTES GENERAL NOTES: BUILDER NOTICE: o `� � m M :1�) U �NE 1. MISSED °'J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH '7" EMBEDMENT. SIMPSON "SET" EPDXY 1. ALL EXTERIOR WALLS SHALL BE ASSUMED TO BE LOAD BEARING. SEE PLAN FOR C.M.0 WALL REINFORCEMENT LOCATIONS. It is the intent of Designer/Engineer listed in the titleblock of these - w o0 0 ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7 " EMBEDMENT. SEE 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. documents that these documents be accurate, providingLicensed = PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 3. CABINET MFRS. SHOP DRAWINGS SHALL HAVE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS IF SHOWN, Professionals clear information. Every attempt has been made to @ ~ o - --- 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 U M o ( )are required to �, 0�0 THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY SIMPSON HIGH STRENGTH EPDXY TIE ANCHORING ADHESIVE MIXED PER THE MFGR'S 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SI IALL COMPLY WITH SECTION R308 OF THE FLORIDA (BUILDING CODE _� c U) review all the information contained in these documents, prior to - Q oo INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 6TH EDITION (2017) FESIDENTIAL. the commencement of any work. The Designer/Engineer are not �, PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE_ NORMAL WAY ,� responsible for any plan errors, omissions,or misinterpretations =° DURING BOND BEAM POUR, CONTROL OF CONSTRUCTION SITE. - 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONC. FILLED CELL. EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. undetected and n°t reported to the Designer / Engineer prior to =� DAMS HOMES TO FOOTING ). KEESEE ASSOCIATES (KA) AND ENGINEER OF RECORD (EOP) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE construction. All construction MUST be in accordance to the 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4) 1�4"x 21/4" TITENS TO CONSTRUCTION SITE INCLUDING, BUT NOT LIMITED T0, Scl IEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF'THE BUILDING AND THEREBY SHALL NOT BE information found in these documents. Any questions regarding the 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 RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFF(GTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND EOR, HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE mf°rmation found in these plans should be directed to our Quality @ FLORIDA CONTRACTORS LICENSE N0. CRC1330146 , , , , , , , TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTUREMOLDFUNGUSFIRETHEFTVANDALISMTRESPASSOR ANY OTHER Assurance Manager at 321.972.0491 immediately. No backcharges v MISSED CONTRACTOR TO INSTALL (2) SIMPSON HGAM10 W/ (4) 1/4" x 1 1/2" SD5 SCREWS AND (5) 1/4" x 2 1/4" TITENS ONE EACH SIDE OF TRUSS. will be considererc for reimbursement by the Designer/Engineer � 3000 GI.ILFBREEZE PARKWAY PERIL OR CONDITION, AT ANYTIME, EXPRESSLY INCLUDING, BUT NOT LIMITED T0, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER without advanced notification an = GULFBREEZE FLORIDA 32563 NO MORE THAN 10 STRAPS MAY BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW WITHOUT APPROVAL FROM EOR, IF GIRDER TRUSS CONNECTIONS ARE CONSTRUCTION AND KA AND FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIMEFOR ANY REASON. d approval by the ns MISSED, CONTACT THE FOR FOR SUBSTITUTION. Designer/Engineer. Payments will be made in accordance to the o. terms of the agreement, � DIVISION LOCATION: 5. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (2,S) PORT ST. LUCI E 16d x 2-1/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT N FOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. 2 S Job Information: U) - t n0 MASTER REVISIONS ��- M > o DATE DESCRIPTION M 0 EL o 0 \D C: AM[S a HOMES a O U LC) -Of Northwest Florida® E N N k At 0)> N CN E i m cw � s1 O Gi ZD O C/iJ co (n (n op 0 0 •1 � o ®/MIA � _ v Model Name / Number: 33000 CCU UBRUEZE PARRYWAY GNJ UBREEZ E, FLO)"M DA 25V REVIEWED 2265 CODE C °�-� y . Plan Issue Date: L ��'a Thursday, December 12, 2019 m ® I KA PROJECT NUMBER: MOIDEL 221.65 2CFLm Y 19-8300 a � Sheet: � Of: 0 N UD 0 WET o U BEARING WOOD WALL SCHEDULE STUD CONNECTION & FASTENERS LUMBER UPLIFT MARK SPACING SPECIES CAP.(plf) TOP BOTTOM NO BW1 16" (2) 16d TOENAILS (2) 16d TOENAILS SPF UPLIFT BW2 16" SP2 W/ (%lOd SP1 W/ (6}10d SPF 402 STUD, (6) 10d PLATE STUD, (4) 10d PLATE BW3 16" (2) SP2 W/ (6) 10d (2) SP1 W/ (6) 10d SPF 803 STUD 6 16d PLATE STUD, (4)10d PLATE BW4 16" (2) 16d TOENAILS (2) 16d TOENAILS SYP NO UPLIFT BW5 SP2 W/(i SP1 W/ (6}10d 16" STUD, 6 10d PLATE STUD, 4 10d PLATE SYP 439 BW6 16„ (2) SP2 W/ (6) 10d SP1 W/ (6}10d SYP 878 STUD 6 10d PLATE STUD, 4) 10d PLATE NO BW7 12" (2) 16d TOENAILS (2) 16d TOENAILS SPF UPLIFT BW8 SP2 W/ (1i SP1 W/ (6}10d 12" STUD, (6)10d PLATE STUD, (4)10d PLATE SPF 535 (2) SP2 W/ (6) 10d SP1 W/ (6}10d BW9 12" STUD, (6) 10d PLATE STUD, (4) 10d PLATE SPF 1070 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 PLATE SYP 585 BW12 (2) SP2 W/ (6) 10d SP1 W/ (6}10d 12" STUD, (6)10d PLATE STUD, (4)10d PLATE SYP 1170 BW13 NOT USED OUBLE 2x TOP PLATE TOP OF WALL, - SEE PLAN MASONRY WALL OR ICF WALL. SEE PLAN 2x STUDS PER DOUBLE 2x HEADERJ: PLAN/ SCHEDULE SEE FLOOR PLAN FOR ABOVE MIN SIZE. SEE WFO9/S3 FOR CONNECTION INFO. IF HEADER IS WITHIN WALL INDICATED ABOVE WITH EE MS03/S-1 FOR NO UPLIFT CONNECTORS BRG WALL TO INDICATED IN WFO9 CAN MASONRY WALL BE IGNORED. CONNECTION INFO 2x MID -SPAN BLOCKING CONNECTORS W/ (2) 12d TOENAILS @ TOP & BOTTOM EACH END FOR WALLS PER PLAN / TALLER THEN 8'-0" SCHEDULE ABOVE F.F. SEE FOUNDATION PLAN FOR MORE 2x P.T. W/ 1/2" A.B @ 32" O.C. W/ 7" NOW 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 NAILS AT ic SEESAME GENERAL NOTIE #8 BRG. WALL DETAIL INENT FIELD GE. INFIELD AND EDGE. GENERAL NOTES 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED LINO. 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 4. SP4, SP6 AND SP8 CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SP1 AND SP2 INDICATED IN SCHEDULE ABOVE & IF "BW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE WFO6/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/ 8d NAILS AT 4" O.C. IN FIELD AND EDGE TO (1) SIDE OF WALL 7. ALL 2x EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALLS SECTIONS FOR STUD SPACING AND GRADE 8. IF THE BEARING WALL IS INDICATED WITH THE BW1, BW4, BW7, BW10 THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOE NAILED TO THE PLATE AND THE 2x PLATE CAN BE ATTACHED WITH HARD CASED NAILS (GUN NAILS) AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 9. SP1/SP2-DRIVE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE TABLE LOAD. 10d= 0.148" DIA. x 3" LONG COLUMN SCHEDULE MARK COLUMN SIZE (BASE) CONN. & FASTENER UPLIFT(Lb) C1 (3) 2 x 4 #2 SPF (4) - 16d TOENAILS 0 DTT2Z W/ 1/2" WEDGE C2 (3) 2 x 4 #2 SPF ANCHOR* & (8) 1/4" X 1 1/2" 2145 SDS SCREWS C3 (3) 2 x 4 SYP #1-OR- (4) -16d TOENAILS 0 0 (4) 2 x 4 SPF #2 DTT2Z W/ 1/2" WEDGE ANCHOR* & (8) 1/4" X 1 1/2" 2145 SDS SCREWS 4 x 4 P.T.#2 ABU44 W/ 5/8" ATR** G = 6665U C5 SYP POST & (12) -16d NAILS = 2200 6 x 6 P.T. #2 A BU66 W 5 8" ATR *. G = 0 120 0 C6 SYP POST & (12) -16d NAILS U = 2300 8 x 8 P.T. #2 ABU88 W/ (2) - 5/8" ATR** G = 24335 C7 SYP POST & (18) -16d NAILS U = 2320 C8 3.5 x 3.5 P.L. 1.8E Fb=2400 PSI HDU5SDS2.5 W/ (14) 1/4" x 2 1/2" SDS WS & 5/8" EPDXY 5645 (WOLMANIZED IF EXT.) ANCHOR, OR ATR** 3.5 x 5.25 P.L. HDU5•SDS2.5 W/ (14) 1/4" x C9 1.8E Fb=2400 PSI WOLMANIZED IF EXT. 2 1/2" SDS WS & 5/8" EXOPY ANCHOR, OR ATR** 5645 Cl0 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*** Fell 5.25 x 5.25 P.L. 1.8E Fb=2400 PSI HDUS-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. HDU8-SDS2.5 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*** GENERAL COLUMN NOTES 1. SEE FLOOR PLAN FOR WALL WIDTH. STUD PACKS TO MATCH WALL WIDTH LINO. 2. ALL STRUCTURAL LUMBER TO BE Si #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.SE) MAY BE SUBSTITUTED FOR ANY P.T. SYP POST NOTED IN THE PLANS COMMON NAIL vs. PNEUMATIC GUN NAILS: COMMON NAIL DIA. / LENGTH PNEUMATIC GUN COMMON vs. GUN APPLICATION NAIL DIA.-LENGTH NAIL SPACING 8d 0.131" X 2 1h" 0.131" X 2 1h' SEE PLAN RING SHEATHING SHANK ON ROOF ROOF & WALLS 10d OR 12d 0.148" X 3" 0.131' X 3" SEE PLAN BLOCKING & TOE 0.148" X 3 1/4" 1 31/4" NAILS & TOP PLATE 12d 0.148" X 31/4' 0.131- X 31/4- 8" O.C.(COMMON) STUD WALL 6" O.C. GUN NAIL CORNERS 10d 0.148" X 3" 0.131" X 3" 8" O.C.(COMMON) STUD PACK 6- O.C. GUN NAIL COLUMNS 16d 0.162" X 31h" 0,131" X 31A" (2) 16D(COMMON) SEE PLAN (3) 16D ( GUN NAILS) BEAM SCHEDULE MARK BEAM SIZE CONNECTIONS (2) - 2 x 8 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) 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 10 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) OSB FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) BM 0� 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) - 1 3/4" x 11 1/4" LVL CONNECTION: PROVIDE (2) 2.0E Fb=2600 PSI. NAIL BEAM SIMPSON LSTA24 OR (2) M4 TOGETHER USING (2) ROWS SIMPSON HTS20 TO WOOD PAST 114" x 3 1/2" SOS WOOD OR (2) SIMPSON HETA16 TO CMU SCREWS @ 16" O.C. TYP. COL. U.N.O. ON ROOF PLAN, EACH SIDE. (2) -1 3/4" x 11 7/8" LVL 2.0E Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) M5 TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 3 1/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS @ 16" O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOFPLAN. (2) -1 3/4" x 16" LVL 2.0E Fb=2600 PSI. NAIL BEAM CONNECTION: PROVIDE (2) BM6 0� TOGETHER USING (2) ROWS SIMPSON LSTA24 OR (2) 1/4" x 3 1/2" SDS WOOD SIMPSON HTS20 TO WOOD POST SCREWS @ 16" O.C. TYP. OR (2) SIMPSON HETA16 TO CMU EACH SIDE COL. U.N.O. ON ROOF PLAN. GENERAL BEAM NOTES 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN. 4" BEARING EACH END) 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET 02 (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/ 112" FLITCH PLATE THIS SHEET H4 (2) - 2X12 #2 SYP SEE GENERAL HEADER NOTE #5 W/ 1/2" FLITCH PLATE THIS SHEET H5 (2) - 1 3/4" X 11 1/4 ATTACH TOGETHER W/ (2) ROWS 1/4" X 3 1/2' LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 16" O.C. TYP. EACH SIDE H6 (2) - 1 3/4" X 7 1/4 ATTACH TOGETHER W/ (3) ROWS 1/4" X 3 112' LVL 2.0E Fb=2600 PSI SDS WD SCREWS @ 16" O.C. TYP. EACH SIDE HEADER SUPPORT NO. OF JACKS & STUDS REQ, AT OPENINGS 2x4 WALL 2x6 OR 2x8 WALL OPENING JACKS KINGS JACKS KINGS SIZE EA. END EA. END EA. END EA. END 1'-O" - 3'-11" (1) (2) (1) (2) 4'-0" - 9'-0" (2) (3) 1 (2) (2) 10'-0" - 111 (3) (4) 1 (3) (4) GENERAL HEADER NOTES 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 2. IF HEADER IS ON THE 1st FLOOR SEEPLAN FOR BEARING WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED CORRECTIONS UNO ON PLAN 3. IF HEADER IS ON THE 2nd FLOOR SEE PLAN FOR INDICATED HEADER CONNECTION FOR REQUIRED CONNECTIONS. 4. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH PER DETAIL WF37/S3 5. FASTEN ALL MULT-PLY HEADERS TOGETHER W/ (2) ROWS 12d COMMON NAILS AT 12" o.c. ALONG EACH EDGE OR (3) ROWS IF 2x10 OR LARGER. 6. FASTEN ALL HEADERS TO KING STUDS WITH (3) 12d TOENAILS PER SIDE 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. OD m cD 57'.0" 14'-0" 23'-4" 19'-8" 10'-4" 3'-8" 10' 8" 1'-4" 11' 4" 12'-0" 7'-8" DBL 25 SH BIBB ' OWNER'S BI 8'-1 CLG " I CV zo I N WS01 ' S-2 G.T. I 13•10" 1 I - - - - - 16" PRECAST ABOVE - - r-I 2 � V W H1 00 00 w LANAI N LU 8'-0" CLG O B OD 00 10'-0" t. B 1 H4 W/ . B. A CHMENT (2) 3050 SH J O'S BATH 2'-2" 1' �• 2 N 2 8,-0„ CLG ' o w A14m N N i0 O GAfiDEN TUB i» 0 18'-9" FAMILY ROOM 10'-0" CLG 5-SH UWT ---- - - - - -- I r DROP BOX TO '-0" 6" WALL W-10" 5, 4„ BW3 3'-8" DYER C5 ( C2 ; Q ; O 10'-0" CLG 1� q 0)] AT 10'-0" O , ,X, x 01 101 LIVING ROOM ' G 2H4 WF39 I of S-3 INVERTED HIP TO 10' 0 in 3„ X 10" CORNER a / BEN PROJECTIONS ' ' EEN WALLT / @ ALL LOC'S 1EV3068 / SHOWN � I (2) -12" SIDE ITES o / RANSOM AB . IVIET. T'HLD EGRESS � TRANS. ABV SEE ELEV. C O WF21 S 3 3'-0, 3'-0" ENTRY BOT. DBL 25 SH 10' CEILING I� 7'_0• O ROOF TRS ABV A.F.F. 1714 M 4'-0" 10'-4" S-3 BOT. II 8' CEILING BOT, I 9'-0" TOP OF A.F.F. " 16"x16" CMU 9'-0"4 BEAM @ II COL. W/ (2) 36" H DECOR. A.F.F. "' 10'-0" #5's TYP. HAND RAIL S-2 13'-4" 0 ri SEE DET. MS03 ON SHEET S-1. ATTACHED TO CMU W/ (1) JACK STUD W/ (2) ROWS 12d NAILS STAGGERED @ 8" O.C. (HTT4 NOT REQUIRED) aALT. BASE CONNECTION TO HTT4 (1) SIMPSON DSP EA. SIDE @ ENTRY ONLY 14'-4" 0 6'-0" 8'-0" WEATHE WISE YINYL RAILING ALUM. B ACKEIS ARE SECURED TO THE E UPPOFI' POSTS WITH (3) #12 E Y 1-11e" FLAT HEAD STAINLESS STEEL SCREWS & SECURE TO THE RAILS WITH (2) #8 BY 3 " FLAF HEAD STAINLESS STEEL Si 10" COL. O 25 SH LJ 16" PRECAST A07TE • �5.EEGRESS .� I ..®RBERGLASS �I ATTACHIVIENI�� I 1 • ►Iff- J • : D'64 • • • • • %- �Il •CN � TEMP. X rrn JJ 1 EL 1 � 1'�.., �v� m 1 2'.10" 3' 11" 3'-6„ 2,$„ : 3'-6" N R/SH -- - ? N -__-----26682-2068 tli,-6" �- 0 ' _12'-9" o KITCHEN Q 9 BEDROOM 3. m • 10'-0" CLG 8' 0" CLG O L iIF r - i IIw II I I G.T.I W 1i W A m O 2 -2' 1; N OO , w N ri DINING ROOM 10'-0" CLG VERIFY WINDOW TYPE WITH ELEVATION DBL 26 SH C 10'0" T.O.M 6' 8" 8'-0" NOTE: 16"x16" COL'S SIT ^ 2" IN BOTH SIDES '-8 CRAFTSMAN ELEVATION NOTE:: AT ALL FRONT ENTRY COLUMN LOCATIONS USE THE FOLLOWING: PROVIDE 18" SQUARE BRICK BASE WRAPPING POST AS REQUIRED SEE ELEVATION FOR BASE HEIGHT 14'-8" 57'-0" PBEDROOM 2 • CEILING TO •• 1 = " • •CLG( .. SIMPSONif HI -/- - ® REQUIRED BETWEEN C2 . • = - LOCATE --------------- ATTIC ACCESS • -------------- 2 CAR GARAGE - 8'-0" CLG N •-----------------------------------------------, � MS12 � O i 16 x 7 OVERHEAD DOOR 3'-0' I 16'-0" FLOOR PLAN. SCALE: 1/4" = 1'-O" ELEVATION 'i & "CFI" 3'-0" O (0 N PRIMARY A/C LOC. AS PERMITTED BY LOC. ORDINANCE BIBB 160 MPH OPENING PRESSURES ENCLOSED -EXPOSURE B A +27.6 / -29.9 © +27.6 / -37.0 +26.5 / -28.8 O +26.5 / -34.4 O+24.8 / -27.1 O +24.8 / -31.1 O+24.3 / -27.5 O +23.3 / -26.0 NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE "ALLOWABLE" PRESSURES c WALL LEGEND 0 FRAMED WALL 10 r BEARING FRAME WALL d 0 ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING a ATTACHED PER NAILING SCHEDULE ACT AS n SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. 3 11111111111111111111111117111111 MASONRY WALL a a O c 0) � , o GENERAL NOTES 1. R302.5.1 Door from garage into house must be a minimum 13/8" solid wood door, solid or honeycomb steel door, or 20 Minute fire rated door. 3 2. Bathroom exhaust fans must vent to the exterior Of o the building, exhaust to attic space and soffits is not CL acceptable. Ventilation shall be permitted to exit through >; the soffit if solid soffit is installed 5'-0" on each side of the venting. ! i 3. R302.6 The garage shall be separated from the residence and it's attic by not less than 1/2-inch $ (12.7mm) gypsum board applied to the garage side. CL Garage beneath rooms shall be separated from all a habitable rooms above by not less than 5/8 inch n (15.9mm) type X gypsum board or equivalent. Where 15 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) 2 G•e 2 04 N OD gypsum board or equivalent. 4. R312.2.1 Window In dwelling the ° c w` g (N do v o0 o 3 $ y ?R 4k 3t = � sills units, where y I.,c� .-C&c � z g � J � �li LL. W 02o 0) U- opening of an operable window is located more than 72 inches (1829 mm) above the finished grade ord. W a S.N m M o € m II a surface below, the lowest part of the clear opening w W m"-" o of the window shall be a minimum of 24 inches mm) above the finished floor of the room in a „ W H LL ` ui ui (Uj o 6(610 g W �% which the window is located. Glazing between the c w a o Z _ � a a z z o floor and 24 inches (610 mm) shall be fixed or have openings through which a 4-inch-diameter N d o g ° 4' N m o m $.� Z o m m (102 mm) a°'i Y Z � m m sphere cannot pass. O 0) N e 2, y'a BUM Q'N;zmI ¢ n 5. R308.4.2 All windows within 2'-0" of doors and in �ac3 W o ¢ o W shower or tub areas will be safety tempered glass. o $ a o 6. Ceiling for exterior entries and covered porches to 4) ,-° . WWW.FDSENG.COM ❑ ❑ ❑ o have 7/16". span rated OSB nailed per zone on 2 roof diagram nailing schedule or 5/8" CDX. tO z 1X T&G acceptable for substitution. N Z M 0 7. EC: R402.2.4 Access doors from conditioned spaces to z o O unconditioned spaces (e.g., attics and crawl spaces) shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding 3 a surfaces. J z o < c Ln (9 B. Laundry Note: (Unless noted otherwise) Provide dryer vent thru roof max. Igt. 35' 0", washer &dryer units v y Q) - _ (� LU i (washer unit to be always on left side when facing E units hanson box @ 36" aff 9. Ceilings for exterior entries and covered porches to be E t 1 `V,/) VO N - Wo t!1 c m via • 1 i j 7/16" OSB on underside of roof trusses shall be o =3 °' M -1 I attached to all framing members with 2x blocking c U m provided at perimeter. The OSB shall be attached w/ 8d y o oN 0 nails at 6 O.C. field and 4' D.C. edges a C a g s or 7d screw 3" O.C. field 4" Vinyl c o _ �, ": _ o shank and edges. ceiling to be -- ti --- - attaches to OSB per manufacturer specifications i ,.: U) m C do Y o10 Q a) o a4WL�\ am �D DAMS HOMES vi FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE M Job Information: L un a 0 n100 N cN» N �0 CL o 0 Y a Z L O V � LU Q) m o > W N U N NS E 2 m z ......��QCA ~ m Q n0 _! L1J 0 �Do mcncn vi m rn Model Name / Number: 2265 AREA CALCULATIONS ♦ Plan Issue Date: Thursday, December 12, 2019 a 1st FLOOR 2281 S.F. @VI m m KA PROJECT NUMBER: TOTAL LIVING (AC) 2281 S.F. 19-8300 GARAGE 476 S.F. Sheet: Of: COVERED ENTRY (BASE) 176 S.F. � o A L) COVERED PATIO/LANAI 186 S.F. 0 FLOOR PLAN TOTAL AREA UNDER ROOF 3119 S.F. 'a li� .:. C/O SHWR, 2" VTR TUB PLUMBING RISER NTS OP M (0 TI L 14'-0" 23'-4" 191-8" 3'-8" 7'-0" 2'-4" '-O ol 11'-0" " 11'-8" 1-0" 4'-8" 6'-0" 3'-10" 4,_2" 70, ol %" � I I I , 1 77 1 y 14 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ -- ---------- _ _ _ z r--- --------------- -------------+ r----r ------------t-:- I N ------- ------------ HOSE ' i ' ' ° I ' ' 4° PATIO SLAB TUB/SHWR ' I ' BIBS FM01 ' MO FM03 F2.5 _ W/8" x 8" THK'N ' 1 I i----------/ I FM01 I Q 1 , aQ EDGE ------- ------- a' 1 4 3.1 , o 1 1 , I aD I 16'-2" U , , 2'-8" ' 1 , W/C I I I ♦`- i' 11 IJ t ® I:'o cV ,ol , ' 60 ON!.' 04 ------ - - - - -- - - -� Ir LAV 11I ' ' 4" STEPDOWN LL -:J J I - 1 1 f I r N ' I _ FM01---- ' 3ix).1 - ------------------------- ---- -------------- I' ° Ir �' LAV �, 1 , _ 00 ' FM01 1 , ■ 1 rn 3.-4„ i I 1 1 I ' ' ' 1 1 ' , _ I 1 \ ® ' C.J. ) i ' \\ SINK ' C? I Q 8'-7" 21'-2" ' 7'-0" , 5'-5" N lo 00 T --L -_-_ j j on 1 1 1 I , O ■ , LAV LAV 1 ' ' ' ' 1 M o C.J. ( C.J., ai ' ' ■ _ �h M 5'-10" 6'-4" 1 in I 1 1 O 1 ; ■ I 1 , 1 i I r--_—_---n , GARDEN TUB I I �♦ - �� HVAC I LAV FM01 3.1 m 1 ® ' F3.0 ----- _2f-X AEI I I I I I 1 , 1 1 1 I 1 1 I I' I,I L J 11 ` , 1 I I L "i OP1 ' - - - - - - ,' 1q�< - ' W/C N ' 1 PROVIDE CHASE w v ` FM 0 3.1 (l------� I `q �� ; ��q,` FOR HVAC UNIT o ; � I I I 7'-11/z" 5'-111/a" c` ��� ' y X. ----- - - - - -----+ ` j 1. ' Ir 1 I FM01 ' I 1 I i I ;o TUB/SHWR M01 1 3.1 I FM01 3.1 WASH �r— ---------- IL - -------- - - - -, o ' 3.1 ® ® . 4" STEP DN o e tI - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - FMO1 4" STEP DN i 3.1 ; 1' 8" 12'-2" 7' 0" 1" 2'-11" ; o io I 1 w a 1 I J 1 - - - - - - - - - - ` - - - - - - - - - - - _ - _ - - - - - - - - ' O 0 1 1 1 ■ ■ ■ ■ ■ C.J. t - - - FM02 1 C.J.I C.J.I 1 O N cv in 1 3' -8„ 7'-0" 2,-0„ 1.8 , i ■ i i ■ zo ' FM03 1 3.1 FM03 3A _ -------------1----------------- C.J. SEENOTE6 4 ;0 i�o O a1 N (0 I I N 1 ' U F3.0 F3.0 F I � 4 F3.0 1 (0' , 0.6'-8" 0 o w 2" 13'-2" 8'-4" 13'-6" ® w 1 � 1 , U I , MASON TO COORDINATE W/ BUILDER LOCATION OF ELEC. `v ; GROUNDING. SEE ELECTRICAL SHEET FOR DETAILS FM09 ; HOSE ' 3.1 1 BIBB 14'-4" 6'-0" 14'-8" ■ ■ ■ M11 11111 111T111 Ell 0 3' 0" 16'-0" 1111111111111111111 ■ ■ ■ aB 3'-0" C/O 35'-0" 22'-0" 57'-0" FOUNDATION PLAN. SCALE: 1/4" = 1'-O" ELEVATION "C" & "CR" GENERAL FOUNDATION NOTES: 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2 4" 3000 PSI CONC. SLAB W/ 6X610/10 W W M, OR FIBERMESH /FIBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND NER-284 FOR FIBERMESH OR NER-414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER & TREATED FOR TERMITES. 3 • INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR. TO BEAM W/ (1) #5 REBAR TYPICAL ABOVE SLAB. HOOKED FTG. DOWELS 17" EMBEDMENT W/ 30" EXT, ABOVE SLAB. 4 CONSULT W/ MANUF. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOT AWAY FROM HOUSE U.N.O. ON PLAN. 6 CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONCRETE OR IN EXTERIOR CONDITIONS). CONTROL JOINTS TO BE 1/8" SAW CUT A DEPTH OF 1/4 OF THE THICKNESS OF THE SLAB. FILL CUT W/ APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. 7 NO WOOD STAKES PERMITTED IN FOUNDATION. 8 PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. G.C. TO DETERMINE STEP LOCATIONS IF REQUIRED. 9 ALL FOOTING SHALL BE MIN 12" BELOW GRADE 10 MASON TO COORIDATE WITH BUILDER ANY ELECTRICAL REQUIREMENT THROUGH SLAB 11 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY 12 ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR) THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. FOOTING SCHEDULE MARK SIZE DEPTH REINFORCING GRAVITY CAP. [Ibs] F1.0 1'-0" X CONT. 1'-0" 2 #5 E.W. BOT. 2000 F2.0 2'-0" X 2'-0' 1'-0" 3 #5 E.W. BOT. 7200 F2.5 2'-0" X 2'.6- 1'-0" 3 #5 E.W. BOT. 11000 F3.0 3'-0" X 3'-0" 1'-0" 4 #5 E.W. BOT. 15600 F3.5 X-6" X 3'-6" 1'-0" 4 #5 E.W. BOT. 21500 F4.0 W-0" X 4'-0" 11-0" 5 #5 E.W. BOT. 28000 F4.5 W-6" X 4'-6" 1'-4" 5 #5 E.W. BOT. 34500 F5.0 5%0" X 5'-0" 1'-4" 6 #5 E.W. BOT. 42500 F6.0 6'-W X 6'-0" 1'-4" 7 #5 E.W. BOT. 61500 LEGEND INDICATES SINGLE -STORY FOOTING ® INDICATES TWO-STORY FOOTING INDICATES CONCRETE FOOTING L CIS! CN to rq -1 CIO c w 2i m `n (0 N 1- LO00 00 Wc,((Ntirn c m w .ULTW LLId N-tN ° 0 (r)' v a ui wLL11♦♦ v".GG a w w .Qm Z Ooaaa va �So �R ,yw, "�R o em� 00 m O 5.$9a -m� to �� 00 CIO Z a�¢m1 ¢ d NLL _s28�� Lua 1D W O (n ¢ � m O O WWW.FDSENG.COM UI M O 13 z (N') 00 n 1 10 OJ � d U) ar Z o ■CL CD a \//DCll Uj f0 (Q U p E+ d vy � w � c m ut�a t/1 ''— C w ON O l� I— t 00 _ �' 00 2 0 cn c Ln oi0 ¢ M0W am MIX -DAMS FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: IV I PORT ST. LUCIE Job Information: 0) i 0 u� W O i i U CI' 00 (N 4; (M E � 0 V 1--■SUM . . ■ ■ N - O_3L,jZ)Nt_ 00 L° J m U) U) Model Name / Number: 2265 ♦ I Plan Issue Date: Thursday, December 12, 2019 KA PROJECT NUMBER: 19-8300 Sheet: ^ Of: FOUNDATION PLAN (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION REFERENCE FMASW FOR STEM WALL OPTION 81, GRADE REINF. OPTIONAL CURB FOR F.FVARIES _ SEE PLAN MASONRY @ ELEV. 0'-0" W/ (1) - #5 BAR CONT. ■ • '� o c_c j( i-(r lj_- 9 I L(2) 2 STORY: 20"X20" REINF. NW/ (3) #5 CONT. 16" (2) #5 SEE PLAN # 5 REBAR BEARING lit FM01 SINGLE STORY FTG 1/2" =1'-0" FM02 I SECTION @ GARAGE 1/2" =1'-0" REINF. SEE PLAN —F F 00 8 (1) #5 REBAR CONT. FM03 I THICKENED EDGE I 1/2" =1'-0" (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION PROVIDE 13" WIDE FRONT WALL RECESS AT GARAGE OF GARAGE DOOR. EXTEND 6" BEYOND F.O.M. EACH END, TYP. GAR, FIN. FLR. r ALIGN DRIVE W/ BOTTOM OF RECESS & PITCH DRIVE N • 2 STORY: 20" X 20" 4" CONC. DRIVE W/ 1/2" EXP W/ (3) - #5 CONT. JOINTS 10" O.C. TYP. 16 (2) #5 REBAR FM09 I SECTION @ GAR. DOOR 2x BRG. WALL 2 STORY: 20" X 20" (SEE FLOOR PLAN W/ (3) - #5 CONT. FOR MORE INFORMATION) FM11 I STEP DOWN BRG. OPTIONAL CURB SLOPED GROUT OR MASONRY AT TO DRAIN ELEV. 0'-0" WITH (1) #5 BAR CONT. INSTALL LINING -- `"��"'" MATERIALS PER FBC-R P2709.2 4: , # �' . F,F 5 REBAR 2x BRG. WALL (SEE FLOOR PLAN FOR MORE INFORMATION)- INK4" 2 STORY: 20" X 20" W/ (3) - #5 CONT. 1/2"=1'-O"I FM10 I INTERIOR BRG WALL 1/2" = 1'-0" SEE PLAN 4"x 4"x 16" CURB (G.C. VERIFY) REINF. (SEE PLAN) MUDDED FLR. SLOPED TO DRAIN 0: w 00 z� �;D". r (2) #5 REBAR 1/2" =1'-O" I SEE PLAN TYP. SEC. ale 2 #5 CONT. 2 #5 BENT BARS W/ MIN. 25" LAP SPLICE 16 M --2 #5 CONT. FM14 I SECTION @ RECESS SHOWER 1 1/2" = 1'-O" I FM18 I TYP. STEP FTG. DETAIL 1 1/2" = 1'-O" I. ALTERNATE: THE REINF. BARS SHALL BE CONTINUOUS AROUND CORNER #5 CONT REINF. BY COLD BENDING THE BAR WITH SEE FND. FOR MIN. BAR LAP OF 25" QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O GRADE R. A/C CHASE- 4" PVC SLEEVE THRU FOOTING REINF. SEE PLAN (2) #5 REBAR 2 STORY: 20" X 10" W/(3) - #5 CONT. FM19 I TYP. CORNER BAR DETAIL I 1-1/2"=1'-0"l FM23 I TYP. FND PENETRATION 1 1/2" = 1' -0"I ro e N ' 64 No B- "* N v -`3 S T r ( ' C b t I- (D(0v N W ='L W eN-I ( N DD LD W�V� NOciac E c a'p Z , ■ , 8,02 N O [i LLL lL $� �j •� p (A CNZp W j�M'�^p a � €. dW W pcu;�i; {{I a W W W-1 z O Z Z 0 6.= q�Qa /V 00O d�3Ba �/�mCtiID Z N�O�c m m m c�a "3� Q 04 0¢ a -LL �8La _J vpaw mf c t ¢ O U -° � WWW.rDSENG.COM ❑ El El /D 1 r- — 0 Z z (\j�/j Z M O Z� " a� OO J 0 a E-L Y Z o Q O cn 'cc U — 0 w c ut�a � I m tNcr � co U @ N w 000 00 5 w = N s U `n o 4) o Q C LO�ts o aIm - Aff/A\DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: a) O ALA`` a. L Fti Z �� W`� i U N N E m v 2 ■ ■ ■ • Um ' Q 0 (1) C. —' _3LLl O_jm(n(n Z) Model Name / Number: 2265 Plan Issue Date: Thursday, December 12, 2019 KA PROJECT NUMBER: 3.9-8300 Sheet: 3ml Of: LS LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING A RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 2,281 x 3 = 6,843 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 400 GEN LIGHT'G & RECEPT. + APP. CIR. = 35,393 SUBTRACT 100 % OF FIRST 10,000 710,000 A= 25,393 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 25,393) = 10,157 + 100% OF "B" = (20,000) = 20,000 TOTAL WATTAGE = 40,157 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 167 BIBB IVY( tLtV. ` "C' ONLY 1 i 1 , 1 \ I i i COACH LIGHT COACH LIGHT ELECTRICAL PLAN SCALE: 1/4" = 1'-O" ELEVATION "C" & "CR" VERIFY LOCATION WITH BUILDER ELECTRICAL NOTES ■ UNLESS OTHERWISE NOTED. 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, AND 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 R314A AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCIs (ARC FAULT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT IN ALL DWELLING UNIT PER 6th EDITION FBCR E3902.16 ALL 15 AND 20 AMP BRANCH CIRCUITS ARE REQUIRED TO BE ARC FAULT PROTECTED. 7. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED INALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70-14, SUCH DEVISES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. 8. COMBINATION ALARMS: COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE PERMITTED IF EACH MEETS THE APPLICABLE UL STANDARD. 9. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 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 THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLESTS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH 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 FBCR 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 ® 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 n U nTRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE o CEILING FAN 110 VOLT DUPLEX OUTLET 110 VOLT SPLIT SWITCHED OUTLET GROUND FAULT INTERRUPT � DOOR BELL CHIMES WP WATER PROOF W/ GROUND FAULT v 220 VOLT OUTLET O— DOOR BELL � SPECIAL SERVICES OUTLET D0 DISPOSAL T.V. CABLE OUTLET DISCONNECT SWITCH -44 TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER ® RECESSED LIGHTING J JUNCTION BOX WP WATER PROOF RECESSED LIGHTING O THERMOSTAT BATH FAN 0 LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT I C INTERCOM SYSTEM ® L.E.D. DISC LIGHT ® GARAGE DOOR PUSH BUTTON OPTIONAL OVERHEAD SERVICE I VERIFY FINAL AMPS NEEDED SAME AS UNDERGROUND WITH ELECTRICAL CONTRACTOR' 200 AMP SERVICE METER MAIN DISCONNE( 200 AMP 200 = 2/0 COPPER OR 4/0 ALUMN. IN 2" CONDUIT A/C DISCONNECT UNDERGROUND U SERVICE BY POWER COMPANY # 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. v c rn O N N a� E a� U 0 T is a N � 0 U H 0 CL B M C E - - N a add C w c N l-i , 00 (0 N r. z Ln 00 L g. LLJ S0, M I]'- CL O c iS cco :oGN<O Wa W�,VRR N- '�IS uZi�m g114 zO �r� VCL Uj �yLeo ai SL L � C Uj 0 �m0:- 2 cz crc Oo «a�0 LLQ04; Z 'ce a 1 8 L -� W c0 J O 0) N o "� U a At ' « ;'h o WWW,FDSENG.COM a El ElN n 1 M Z N M z M 0 1/ Z MN O a � W cli z o O QJ C cD a /,//�,■■ W H ' U o 0 0 (/) — 'L o CL m C6 ZD = M cn U N E �L ai 0 - U (o o c �vY =� Q rn o n°n 14w. 0'\DAMS HOMES lip FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE ♦ I Job Information: i 0 n. LQ z = �Lo LU > ONO N v L ■ ■ • Q (1) 0_3 W Z) N 0000 2 L°L W _I U) U) Model Name / Number: 2265 Plan Issue Date: Thursday, December 12, 2019 ♦ KA PROJECT NUMBER: 19-8300 Sheet: 4 Of: ELECTRICAL PLAN OFF RIDGE VENT VENTILATION CALCULATION Formula = SF / 300 / 2 * 144 = net sq Inches of venting needed equally for Intake and exhaust FIBERGLASS SHINGLES TOP OF BLOCK W'D W HEAD GT O �O a0 to 23 SH LITE TEXTURED CEMENTITIOUS COATING FIN. FLR TOP OF BLOCK W' OW HEAD HGT 119 0 00 (0 FIN. FLR_ 25 1�6 25 SH OFF RIDGE VENT OFF RIDGE VENT �— FIBERGLASS SHINGLES LITE TEXTURED CEMENTITIOUS COATING 3450 SH 2650 SH 2868 LEFT ELEVATION "C" SCALE: 3/16" =1'-O" DI3L 3050 SH BRG @ ENTRY T.O.M. W'DOW HEAD HGT bOP i9 FINISH FLOOR TOP OF BLOCK W'DOW H Eg D HGT 4 W ip FlN. FLR. OFF RIDGE VENT TOP OF BLOCK W'DO HEAD HGT FIN. FLR.---------------------------------- DBL 25 SH REAR ELEVATION SCALE: 1/4" =1'-O" T -- 6" FRIEZE DBL 25 SH TOP OF BLOC W'DOW HE D HGT 2 4 c (O FIN _FLR. — 3068 DOOR WITH (1) 12" SIDELITES & 60" X 16" TRANSOM FIXED GLASS ABV 11 BERGLASS SHINGLI W'DOW HEAD HGT DBL 26 SH 16" TRANSOM Soffit product provides Ridge vent provides 4.1Z net sq in / sf 18.00 net sq In / If Off ridge vent provides M.00 net sq In / sf Overhang distance 1.33 ft S.F.of Area to be vented (SF) S.f. Total needed for exhaust for upper 1/3 749 net sq inches Total needed for intake (soffit area, lower) 749 net sq inches Number of Off Rld e; Vents for upper L/3 needed 5 L.F. of Ridge Vent needed (can be used in combo with ORV) 42 Lineal Feet of Soffit needed to meet required 136 Lineal S.F. provided by plan 1�6 OFF RIDGE VEPIT �— FIBERGLASS SHINGLES W'DOW HEAD HGT I- 25 SH LITE TEXTURED CEMENTITIOUS COATING RIGHT ELEVATION "C" SCALE:3/16" 1'-01' _ FIBERGLASS SHINGLES 0000aoo 0000000 MEN1=11 WE NINIJIII!�-- �■ ■ OVERHEAD DOOR FRONT ELEVATION "C" TOP OF BLOCK W'DOW H D HGT 00 C0 f0 FIN _FLR. iu CO N Q a) N U7 Y 0 0 0 0 N E N Q s N Y Y 3 0 C. X m .c Y Y 0 O � �p..ti{0tgltf9��� 04 140 l0364 a' ��'•, i 1 '. '00 O a 0 a 0 c C CO C N E N y C - a �,N N N CID z o a -I 00 @ c G w` �. U t0 s m Lr) 00 00 c p c to �0c-Ivc`jo #k'Jk N Ecw�c Z LLI OtIJL LL LL N m� iu'uui �- m m ^' 6 c $� m i i No�N m....m LL, Uj LU � �c�LLdw W wnu�o 4 W W W N V U 4. a cc O N V) (] O 0 a` O N C� N 0 0 N W _ A s^ e/� .fir O O� m Z v+ �i m m a of ,. e _ N'- 2 E02 LLO p (n a 02�mv W art V 0 J sv=_21 0- a rs 3 0 0 0 r N WWW.FDSENG.COM ❑ ❑ ❑ Y VI M Z N 0 N z c Z Bo CV c Q o a LL �3 - o — � z a c UI o i--, Lu @ (� w ~ E o • v — 0 IF-- Ut7G. --- ® W un Yo Z:) N M(10 � 1-- 0 N E ` o ~ O 60 60 0 =1 0 Z 0 N - f C to rn o Q s �. n°n N laCm; n"o ro DAMS HOMES 71 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 a DIVISION LOCATION: PORT ST. LUCIE N V I Job Information: i ® CL Ft� z W O i iLO V CJ' / IN N N � 0) � � E m U Z . Q o N �. — .�w��� om�,�, Model Name / Number: 2265 Plan Issue Date: Thursday, December 12, 2019 KA PROJECT NUMBER: 19-8300 Sheet: 5 Of: /. NS-C SEE DET. TB03 G.C. TO PR( BLOCKING" W/ APA RE( FOR SPAN F 7/16" OSB SEE DETAIL ** ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING 20'-0" MAX 20'-0" MAX THICKNESS IS 15/32".) IF 15/32" IS USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP SECTIONS EQ. cy — — — — _ W Q CONTINUOUS BOTTOM CHORD BRACING 2 X 4 MIN. SEE DETAIL TB04— — — — "X" BRACE SEE o IVIDE DETAIL TB01 '0 COMPLY 0MENDATIONS— ATING OF - - — O TB03/S-4 — — — n — — — — T O a Z LLI O 0 X 4 O rl Q W,l EQ. a \X \ TOP & BOTTOM CHORD GABLE END BRACING @ —/ \ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACINGTHAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. TB05 I REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTS 4 FT. 2 L------------------------------------------------------------ 4 /,,4 -5 FT, 4 FT.O ' O 5 Fly. 4 FT. O2 ' --------------------------------------------- ' `�.0 1 � 4 FT. -------- 2---------- 4 FT. O O----0-- \-" I O 2 4 FT. O O ROOF NAILING ZONE DIAGRAM O NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL ROOF NAILING SCHEDULE: O NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL O NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL NAILING ZONES (SHINGLE AND TILE) O NAIL INT. AT 3" O.C. W/ 8d COMMON NAIL ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD O STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD W/8d COMMON NAIL (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING To HEADER SHANK NAILS) NOTE. W/ 8d COMMON NAILS @ 4" O.C. 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 BEYOND EXPOSUREI SHEATH SHEATHING SHEATHING ----- --- -- - - -_ _----- PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET 2x RIBBON OR BLOCKING BETWEEN FLOOR SYSTEM - -II IT- II II II I 11 I1- Ti I I II II II I SOLID 2x II I I I I I II II 1 BLOCKING @ ALL = o II II III III II II II I SHEATHING N a II II III 11 I II II II I EDGES (SEE N I I II III C III I I C II I I SECTION X-X) N I II III OPENING 111 11 1 _ 1 0 II II III _ 7r - - - w _ II I III 111 I II I II a o Q C j�Jll II r II II III III 7-1_ _Ir 111 II II III II it II I Wo 2XII =) P 0 T- II IIII I I II IIII II II II BEYOND.� � a}C I¢ 0 II II IIII II II I III II II II I SEE PLAN or¢- OcnmLLa =7N 1--I-2LLI- __11= __ IIII II II IIII II II I I 0K NW00 co GQ LOOR SYSTE IIII II II IIII II II II I LL=Lai. v (n UJIIIII-I L - JJ -I I - JI - - IL - 11 -1 L WALL SHEATHING 2x4 P.T. BASE PLATE BEYOND VERTICAL HORIZONTAL SEE PLAN CQ- WALL ELEVATION DIAGRAM AT ENTRY "S" = NAIL SPACING 1/2" Rifle]1► 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 /2„ W/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. Z" ALTERNATING STAGGERED BLOCKING SECTION X-X *CONTRACTOR TO INSTALL EITHER HORIZONTAL OR VERTICAL BLOCKING AS SHOWN. BOTH ARE ADEQUATE CONNECTOR SCHEDULE FOR: ADAMS HOMES - 2265 ELEV C & CR ICF TRUSS ID BEARING POINT TRUSS ACTUAL CONNECTOR ID CONNECTOR UPLIFT FASTENERS NOTES UPLIFT DESIGN RATING: C1 - CS E7 E7V E7VA- E7VC R7 L -204 # or less HETA16 It MECH 1810# (9) 10d x 1 1/2" (9) 10d x 1-1/2" A, Al, A3, A5, B21 L / M / R -836 # or less HETA16 / HTS20 / HETA16 1810# / 1310# / 1810# (24) 10d x 1-1/2" 9 10d x 1-1/2" (9) 10d x 1-1/2" 69C - B13C L / M / R 1094 # or less HETA16 / H10A/ HETA16 1810# / 1080# /1810# (18) 10d x 1-1/2" 9 10d X 1-1/2" (12) 16d B7C L / M / R 2114 # or Less (2)HETA16 / (2)HTS20 / (2)HETA16 2365# / 2620# /2365# (48) 10d x 1-1/2" (12) 16d D9 - D19 L / R 808 # or less HETA16 / H10A 1810# / 1080# (9) 10d x 1-1/2" 18 10 (9) 10d x 1-1/2" G, G1 L / R 468 # or less HETA16 / HETA16 1810# /1810# GX - CONT BRG -152 or less PER DETAI L GEO 1/5-4 (9) 10d x 1-1/2" B15 B17, B19 L / M / R 843 # or less HETA16 / H10A / MECH 1810# / 1080# D7 L/R 1655#orIesS (2)HETA16/(2)HTS20- 2365#/2620# (12)16d (48) 10d x 1-1/2" H3, H4E L/ R -387 # or less ' H10A / H10A 1080# / 1080# - (18) 10d x 1-1/2" (18) 10d x 1-1/2" Pg PB1 L/ R 100 # or less PER TRUSS MFR FGC L/R' "-657#or less (2)HETA16/(2)HTS20 2365#/2620# (12)16d (48) SOd x 1-1/2" (9) 10d x 1-1/2" D21 L / M /R 831 # or less HETA16 / HTS20 / H10A 1810# / 1310# / 1080# (24) 10d x 1-1/2" (18) 10d x 1-1/2" (18) 10d x 1-1/2" H1E, H2" L/ M / R 464 #or less H10A/ H10A/ H10A 1080#/ 1080#/ 1080# (18) 10d x 1-1/2" 18 10d X 1-1/2" 813, D21 SUPPORT COLUMN M & R 2114 # or less DTT2Z 2145# 1/2" WA. SDS SCREWS B7 SUPPORT COLUMN M -1458 # or less DTT2Z 2145# 1/2 WA' 8 1 4" x 1-1/2" SDS SCREWS TRUSS MANUFACTURER: - PRnRI III RFC DATEOF LAYOUT: DATE OF TRUSSCUT SHEETS: L = LEFT, R = RIGHT & M = MI DDLE BEAR] NGS. BEARING LOCATIONS ARE REFERENCED TO TRUSS MANUFACTURER'S TRUSS DRAWINGS. ALL CONNECTORS ARE SIMPSON PRODUCTS FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 )C3 C1 r- cr) LO r- CD r- ,Q� ~ M m m m al m M ¢ ¢ Q d ¢¢ ¢ .- o rn r- 0 0 LO 0 M 0 V_ 0 0 o Q� C3 C5 p 0 O E7 E7 C5 G 8'-0 BEA ING E7 \17 \X E7 E7xx X, Q E7 Q 91 E7x A E7 E7 E7 E7 ; I E7 O E7 I w E7 E7 > /X =iX m m E7 > \,7g 0- a IL a CL Z QI JI a� - E7 E7 E7 I E7 ; -- -- -- - --- --- - - - - E7 �X ix E7 E7 ; E7 11 i E7 /X� E7 E7 (2) F 0 E7 x x 9 7V ; _X ) CA E7 E7V ; I ) E7 EN }-- --- -- E7 E7V1 �� M E7 ,�� " BEA NG E7VZ,, F M1 GI Z I Odd Spac G 10'-011 L 8' BRG G il iH M G M M G M G Mix G dL MX1 GE15 G S-3 G G TRUSS PLAN "C" g,► "CR11 G SCALE: 3/16" = 1'-D" GX U.N.O. SIMPSON - CONNECTOR SCHEDULE USP - CONNECTOR SCHEDULE MARK TYPE CONNECTOR & FASTENER6 SPF SYP CONNECTOR & FASTENERS SPF SYP OFRAME TO HETA16 w/ (9)1 Od x 1 12" OR HTA16 wl (10)10d x 1 VT OR MASONRY HETA20 w/ (9)1Od x 1 1/2" 1810 HTA20 w/ (10)1 Od x 1 11T 1585 1870 © FRAME TO FRAME H2.5A w/ (10)8d NAILS 535 565 RT7Aw1(10)8d NAILS 515 585 O FRAME TO H10Aw/(18)I0dx 1112" 1015 1040 RT16Aw/(17)10dx 11/2" 895 1020 FRAME HIOA-2w/(18)1 Odx 11/2"AT2 PLY TRUSSES 930 1080 RTi 6-2w/(16)1Odx 11/2"AT 2 PLY TRUSSES 935 1060 O FRAME TO MT812 w/(14)10d x 1 1/2" (AT EXTERIOR MTW12 w/(14)1 Od x 1 1/2" (AT EXTERIOR FRAME LOCATION INCLUDE (3) 12d TOENAILS) gg0 990 LOCATION INCLUDE (3) 12d TOENAILS) 1005 1195 OFRAME TO MGT w/(22)10d NAILS AND 5/8" A.T.R. .112" 3330 3985 MUGT15 w/(28)10d NAILS AND 5/8" A.T.R. w/ 3330 4495 MASONRY EMBEDMENT w/ SIMPSON "SET EPDXY 12" EMBEDMENT wl SIMPSON "SET" EPDXY ME AME TO FRA HTS20 w/(24)10d x 1 1/2" (AT EXTERIOR HTW20 wl(24)1 Od x 1 1/2" (AT EXTERIOR FRAME LOCATION INCLUDE (3)12d TOENAILS 1245 1310 LOCATION INCLUDE (3)12d TOENAILS 1285 1530 FRAME TO (2) HT$20 w/(48)10d x 1 112" (AT EXTERIOR (2) HTW20 w/(48)10d x t i/2" (AT EXTERIOR F1 FRAME LOCATION INCLUDE (6)12d TOENAILS 2490 2620 LOCATION INCLUDE (6)12d TOENAILS (EA) y570 3080 FRAME TO HGT-2 wl (16)10d NAILS AND (2) 5/8" A.T.R. HUGT2 w/ (16)10d NAILS AND (2) 5/8" A.T.R. O MASONRY w/ 12" EMBEDMENT w/ SIMPSON "SET" 10690 wl 12" EMBEDMENT w/ SIMPSON "SET' 7020 9790 EPDXY (HGT-3 FOR 3-PLY) EPDXY (HUGT3 FOR &PLY) TO FGTR w/ (18)1/4" x 3" SDS WOOD SCREWS RFUS wl (12) W83 WOOD SCREWS AND OFRAME MASONRY AND (2) 1/2" x 5" TITEN HD ANCHOR BOLTS 3400 4725 (4) 314" x 6" WEDGE -BOLT 7100 (1) LGT2 w/ (16) 16d SINKERS Jt FRAM E TO FRAM & (7) 114' x 2-1/4" TITEN 2 1750 2030 MASONRY SEE NOTE #6 BELOW) J2 FRAME TO MASONRY / (2) LGT2 w/ (32) 16d SINKERS & (14) 1(28x 2 t/SI TITEN (2 PLY TRUSS) 3500-M 4060-M (2) LUGT2 wl (32) 16d SINKERS & (10) 1/4" 3" WEDGE PLY TRUSS) 3100-M 3100-M FRAME OR (28) 16d SINKERS FOR FRAME (EA) 3240-F 3770-F x -BOLT (2 OR (32) 16d SINKERS FOR FRAME (EA) 3806.E 4520-F FRAME TO (2) LGT3 wl (24) 1/4" x 3" SDS SCREWS & 3/8" 5" TITEN PLY 4730-M 6-M (2) LUG173 wl (24) IW It 21/Y WS25 6480-M 7050-M J3 MASONRY / FRAME (8) x (2 TRUSS) OR (52) 16d SINKERS FOR FRAME (EA) 5010-F 8570- 960 F SCREWS & (4) 378" x 5" WB (2 PLY TRUSS) OR (56) 760 SINKERS FOR FRAME (EA) 6486'F 77taF O BEAM TO HU410 OPT HUC410 w/ (18) 16d & (10) 10d G#2680 HD410 OPT HD4101F wl (20)16d & (10) 10d G#3080 BEAM NAILS U#1895 NAILS U#1950 OBEAM TO HU410 OPT HUC410 w/ (18) TITEN G#4500 HD410 OPT HD4101F w/ (20)1/4" x 3" G#3355 MASONRY 1W x2 3/4" & (10) 10d NAILS U#1800 WEDGE -BOLT & (10) 10d NAILS U#850 O BEAM TO MASONRY / HU46 OPT HUC46 w/ (6) 10d NAILS & (12) 114" x 2 3/4" TITEN (TO MAS.) G#1540 G#3000 HD46 OPT HU46 wl (6) 1Od NAILS & 1l4" 2 3/4" TAPCONS MAS.) G#1625 GQ015 FRAME OR (12) 16d & (6) 1 Od (FOR FRAME) U#980 SYP-F U#1135 SYP-M (12) x (TO OR (12) 16d & (6) 1 Od (FOR FRAME) U#1030 SYP-F U#850 SYP-M FRAME TO (2) HETA16 OPT (2) HETA20 1920 1920 (2) HTA16 OPT (2) HTA20 1870 1870 O MASONRY 1-PLY w/ (10)10d x 1 1/2" OR 2365 2365 1-PLY w/ (10) 10d x i 1/2" OR 2-PLY w/ (12) 16tl 2-PLY wl (12) 16d HTSM16 wl(8)1 Od NAILS AND(4) 1/4')21/4" 955 1110 HTWM16 w/(8)1 Od NAILS AND (4) 1/4"xl 3/4" 1145 1225 FRAME TO TAPCONS WEDGE -BOLT O MASONRY OR HTSM20 w/ (10)10d NAILS AND (4) 1/4"x2 114" 955 1110 OR HTWM20 w/ (10)1 Od NAILS AND (4) 1/4"xl 3/4" TAPCONS WEDGE -BOLT 1145 1225 TO HtOS w/ (8) Sd xl 1/2" NAILS AND (2) 318'k4" OFRAME MASONRY TITAN HD 780 910 FRAMETO DTT2Z w/(8)1/4"xl 1/2" SOB WOOD DTB-TZw/(8)1/4"xi 1/2"WS15WOOD ® MASONRY SCREWS AND(1)1/2" O A.T.R. EPDXIED w/ 1835 2145 SCREWS AND(1)1/2" 6 A.T.R. EPDXIED w/ 1510 1835 SIMPSON "SET' (SEE NOTE #4) SIMPSON "SET" (SEE NOTE #4) FRAME TO FITT5 w/ (26)1 Bd x2 1/2" NAILS AND (1) 5/8" 8 HTT45 w/ (26) 16d x2 112" NAILS AND (1) O MASONRY A.T.R. EPDXIED w/ SIMPSON "SET" 4375 5090 5/8"B A.T.R. EPDXIED w/ SIMPSON "SET" - 5005 (SEE NOTE 44 BELOW) (SEE NOTE #4 BELOW) FRAME TO HTT4 w/ (18) 1Sd x2 1/2' NAILS AND (1) 5/8" B HTT45 w/ (18) 16d x2 1/2" NAILS AND (1) O MASONRY A.T.R. EPDXIED w/ SIMPSON SET' 3640 4235 5/8"S A.T.R. EPDXIED w/ SIMPSON "SET" - 4160 (SEE NOTE #4 BELOW) (SEE NOTE #4 BELOW) O F AMEME O H10S w/ (24) 10d xl 1/2" NAILS 785 910 LUGT1 w/ (23) 8d xt 112" NAILS 875 1045 TO HM9KT w/ (4) 1/4'N1 1/2" SDS WOOD RT16M w/ (9) 10d x 1 1/2" NAILS & OFRAME MASONRY SCREWS & (5) 1/4"x2 1/4" TAPCONS 780 760 (4)1/4" x t 314" TAPCONS 1395 1395 TO VOT w/ 06) tl4"x3" SDS WOOD SCREWS & OFRAME MASONRY (1)5/8"0 A.T.R. EPDXIED w/SIMPSON -SET" 3555 4940 w/12" MIN. EMBEDMENT TO (2) VGT w/ (32) 1/4'k3" SDS WOOD SCREWS OFRAME MASONRY & (2) 5/8"9 A.T.R. EPDXIED wl SIMPSON 5170 7185 -SET" w/ 12" MIN. EMBEDMENT (D FRAME TO VGT w/ (16) 1/4"x3" SDS WOOD SCREWS & HDU4-SDS2.5 w/ (10) 1/4"x2 1/2" SDS WOOD 3285 4565 MUGT15 w/ (22) 10d NAILS & MTT45 wl (18) _ 4160 FRAME SCREWS & (1) 5/8" 8 A.T.R. IOd NAILS & (1) 5l8'0 AT.R. FRAME TO (2) HTTS wl (52) 1 Bd"x2 1/2" NAILS 8 (2) HTT45 wl (52) 16dW 1/2" NAILS O FRAME (1) 518"0 A.T.R. (SEE. NOTE #4) 4375 5090 & (1) 5/8"8 A.T.R. (SEE NOTE #4) - 5005 1. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALLS / BEAMS w/ (2) 12d TOENAILS. 2. ALL TRUSS TO TRUSS CONNECTIONS ARE PROVIDED BY TRUSS MANUFACTURER, U.N.O ON PLAN. 3. G.C. MAY USE EITHER SIMPSON OR USP CONNECTIONS, SEE FRAMING PLAN FOR CONNECTOR CALL OUT. 4. FOR SINGLE PLY TRUSSES, SCAB ON FULL HEIGHT SYP #1 2"x4" TO TRUSS VERTICAL WEB wl (2) ROWS OF 1 Od NAILS @ 3" O.C. STAGGERED 5. MINIMUM A.T.R. EMBEDMENT: 5" EMBEDMENT FOR 1/2" A.T.R. 6" EMBEDMENT FOR 6/8" A.T.R. S" EMBEDMENT FOR 718" A.T.R. (IF AT STEP, DEPTH IS FROM LOWER SLAB). B. SCAB TRUSS CHORD w/N-0" 2x SYP #2 (MATCH CHORD LUMBER SIZE) w/ (2) ROWS 10d rt# 4" FROM END & 4" O.C. STAGGERED; CENTER AT CONNECTOR LOCATION AS MUCH AS POSSIBLE. IAA MINIMAL CONNECTOR LINO ON FRAMING PLAN 1. CONNECTION FOR ALL ROOF / FLOOR TRUSSES TO MASONRY WALLS/ LINTELS/ ICF WALLS UNO ON PLAN 2. CONNECTION AT 24" OR 32" O.C. PENDING VERTICALS FOR ALL FLOOR TRUSSES PARALLEL TO MASONRY WALLS SEE DETAIL FB12ID3 FOR MORE INFORMATION 1 CONNECTION FOR ALL HIP JACK (CORNER JACK) TO MASONRY WALLSACF WALLSILINTELS 4. CONNECTION FOR ALL CONTINUOUS RIM BOARD TO TOP OF MASONRY AT 32" O.0 MAX. w/ (2) AT EACH CORNER. G,C. TO VERIFY LOCATION DOES NOT CONFLICT wrrJI OF APPLICABLE) LAYOUT 5. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALLIBEAMS wl (2) 12d TONAILS BO MINIMAL CONNECTOR UNO ON FRAMING PLAN 1. CONNECTION FOR JACK TRUSS TO WOOD WALL OR BEAM OC MINIMAL CONNECTOR LINO ON FRAMING PLAN ) 1. UUNNECTION FOR ALL TRUSSES TO INTERIOR/EXTERIOR BEARING WOOD WALLS AND/OR BEAMS I 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 TRUS S LAYOUT SHOWS TRUSS ID'S, THIS LAYOUT HAS BEEN PROVIDED BY THE CLIENT/ DESIGNER OR ARCHITECT TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE A GENERIC LAYOUT HAS BEEN DETERMINED, BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWINGS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM FDS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 I —METAL DRIP EDGE + C.M.U. OR ICF WALL-2 x SUB FASCIA o SEE TYP. WALL f---ALUM FASCIA `-I SECTION - 2x4 P.T. FASTEN TO C.M.U. w/ 1 1/2" LONG T-NAILS @ 2'-0" O.C. SECURE J-CHANNEL @ 12" O.C. CONTINUOUS VINYL OG.C. SHALL VERIFY SOFFIT MATtfRIAL CAPACITY TO RESIST THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING WIND PRESSURE TYPICAL SOFFIT SUPPORT DETAIL 3/4" = 1'-0" �0%I1 1111111 cN N0 8 384 N E i 2 t ._ w c-I CV OD w_ Rg W Do "v�d= Itoyore �* 0 00 my c� 00Q. J J _I € c ESP z W M N 6 LL LL tL c um�y ix I_ O'D ri= �NopN70 d Uj � izo % Lj on W �'�"0 4. LLl W C e\-IL d �a T( �Z/� C`VIQ o 3 z o Al=no a O a0 E- !�//�� dA�ygaLL vl2='i m m m �N¢1r04 j4) eQ d 0@3� W OU J 0 EL B E C < O WWW.FDSENG.COM UI M 0 Zm o `r Z ccN d LL ca 0 O Z o O Q) - w w I� 0 EI O — ai ue7a W O (6 0 T m W Oct U_ 0 d _ (1)0 W to 0 0l� Q a) o on allm A (- TDAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: 0 d Loi z W o i U 0) Cn � N N E E . . ■ ■ ' ' I—�Um ' ' < o N °- J O00Gri :D 00 VJ (n Model Name / Number: 2265 Plan Issue Date: Thursday, December 12, 2019 KA PROJECT NUMBER: 19-8300 Sheet: 6 Of: T11313 I WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T"S ROOF PLAN A LINTEL BEAM: 'o 1 COURSE LINTEL BLOCK W/ 1 # 5 BAR & 3000 PSI GROUT, MIN. 25" LAP (ACI 530) CONC. SLAB SEE FOUNDATION PLAN FOR MORE INFO- JII� III NON-SHEARWALL SEGMENT TYPICAL SHEARWALL SEGMENT ALL SHEARWALL SEGMENTS CONSIST OF A FILLED CELL EACH END WITHOUT AN OPENING BETWEEN. -FILLED CELL: FILL BLK, CELLS WITH 3000 P.S.I. GROUT ONE #5 @ LOCATIONS SHOWN ON THE FOUNDATION PLAN AND FLOOR PLAN. MIN. LAP 25" (ACI 530) I MS021 TYPICAL SHEAR WALL SECTION I N.T.S. I TYP. TIE BEAM W/3000 P.S.I. CONIC. W/1 #5 REBAR CONT. SIMPSON SP4 W/(6) -10d X 1 1/2 SP6 OR SP8 FOR 2x6 AND 2x;l WALLS DOUBLE 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.U. 2"x #2 SYP/SPF P.T. W/ (3) 1/2" X 8" "J" BOLTS OR (3) 1/2" X 6" EXPANSION ANCHORS OR (6) 3" X 1/4" TAPCONS OR t' (8) 2 7/8" HILTI TIX-DNI NAILS 2% BASE PLATE SEE PLAN FOR MORE INFO MII I%'11YIL tL/%I/LJI\GI/JIILr_%1%I tIlILL IV �7 J MASONRY CONNECTION DETAIL N.T.S. #5 REINF. 20" MIN. LAP r_-_-_ BAR "P_#3 'P OR #4 REINFUI!y%ING BAR F #3 & #4 LAP SPLICE I „n11 I 25" MIN. LAP #5 STD. 990- HOOK #5 REINFORCING BAR #S AP SPLICE SCALE:1"=1'-O" _ 6" MIN. LAP #6 REINFORCING BAR * GRADE 40 U.N. I #6 LAP SPLICE MS05 REBAR SPLICE DETAIL - GRADE 40 N.T.S. ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2 x 4 1/4" X 23/a" 12" O.C. 1 2 x 6 1/4" X 23/4" 12" O.C. 2 2 x 8 1/4" X 23K" 12" O.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. TPRECAST LINTEL w1 I (2) 2X P.T. BUCKS W/ 1/2" Q.S.B. BETWEEN 1 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 MS11 12x BUCK DETAIL N.T.S. i LINTEL CHART w GRAVITY & UPLIFT LOADS FOR: ADAMS HOMES 2265 C STANDARD LINTELS LINTEL SAFE' APPLIED SAFE. UPLIFT APPLIED :MARK LENGTH GRAVITY GRAVITY LOAD 'j LOAD (# PLFj UPLIFT LOAD BEAM COMPOSITE LOAD (# PLF) (# PLF (# PLF) 1 171.4" 950 145 405 83 8F16 - 1 B 1T min. 2 41-611 6113 1097 2707 423 8F16 -1'B 1T 3 71-611 2661 716 1624 355 8F16 -1B 1T 4 71-611 2661 330 1624 146 8F16 - 113 1T 5 41-611 2931 172 2707 95 8F16 - 0'B 1T 6 121-011 1254 208 724 242 F _ 8 16 1B 1T 7 121-811 1075 208 607 242 8F16 - 1B 1T 11 6 T 10% ELEVATION "C" & °CR" H -b REBAR AT TOP MIN. (1) REO'D • 1-I/2" CLEAR C.M.U. • • GROUT • Vr • 5 REBAR AT BOTTOM O OF LINTEL CAVITY BOTTOM REINFORCING 1-6/8"ACTUAL PROVIDED IN LINTEL lVARIEB) 8" NOMINAL WIDTH TYPE DESIGNATION r " PILLED WITH GROUT / U . UNFILIFD r OUANTrrT OF 5 REBAR AT I BOTTOM OF LINTEL CAVITY 8,F1io-IB/1T NOMINAL WIDTH J QUANTITY OF 5 NOMINAL HEIGHT REBAR AT TOP MATERIALS I. 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 A615 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 dead 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 5.1/2" long notches at the ends to accommodate vertical cell relnforcing 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.Llrtel 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 N(JTES 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. 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 4 � ANCHORS ' �� HOOK STD.90 HOOK (TYP.)►' Z a .°.•ram i ti... sir ■ d N NW Of w REBAR BOTH SIDES Cn OF OPENING ANGLE 3000 P.S.L. STD. 90 DEGREE- UJ NG U.N.O. CONC. W/1 #5 DIA. REBAR PROVIDE KNOCK -OUT BLOCK FOR FIRST COMPLETE CMU COURSE BELOW SILL & FILL SOLID W/ (1) #5 BAR FOR ALL WINDOW OPENINGS 6'-6" AND LARGE E"x8"x16" { MU U.N, 0. L9 SEE FOUNDATION SEE FOUNDATION PLAN PLAN FOR LOCATIONS I MSi01 I BLOCK WALL REINFORCEMENT I N.T.S. I V c �' ` 0/, � a� a 0) co v' N0 } 364 "'�7 04 (V o coCL ����"° +� ) F ""{`•tee' N U 0 c T f6 N 'Cc� •`-�� Ot0tip co c H N o0 v W c w In co 0 Z 810. M� LL LL W �cNnmo 'V 87�y �•+ W Z fAm Qmmrn aa�=tEfi�agG R +�QwoN'c �R, p a oW , a.Hm WmoIs,-,m�LL � w i.0'a oOLL.0 w W N-9mrLOaR¢ O�DO O wc4H� V YI E49 C3 m O LLM m W IJ J Q a E m n28Ld ¢ O 31 o Tic£ CiH 2 o 3vo m H E H WWW.FDSENG.COM 110 Cl s rJi r- N Z M O 10 z10 = Qo 3 tL ri cc Y Z o m In (9 Q 0 U m N UJ N 2 � 0 E 2 0 E ,W/ 0 y UU6 _. 0 w o t U-) m �_ cc U E w Op 0 i c I- too s m =--- n a rr ULO �O �. 0) o aim u`no c ►MS HOMES N c FLORIDA CONTRACTORS LICENSE NO. CRC1330146 v 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 a DIVISION LOCATION: PORT ST. LUCIE Job Information: rn t uo T 0 M 'V- N 0N O �+ TYP. BOND BEAM C 8" x 8" x 16" K.O. LINTEL BLOCK O C) L0 FILL W/3000 P.S.I. 'm i V CONC. W/1 #5 DIA. F WCU m REBAR E +' In N CV E V INDICATES FILLED .2p ■ ■ ■ ■ ■ ■ ■ Q N CELL FROM FfG. TO m '� U p FLBEAM WITH 1 #5 O J ` , , � Cq BAR MIN. m W N J M C!) (n Model Name / Number: c N 2265 43 TYP. DOWEL 25" 1° V Plan Issue Date: MIN. LAP (ACI 530) W8 Thursday, December 12, 2019 mTTKA PROJECT NUMBER: x 19-8300 rn Sheet: S � Of: o � N L NTE N 2x6 #2 SYP P.T. O SIMPSON HETA 16 W/ (2)'Y?4" EACH END SEE FLOOR PLAN WEDGE ANCHOR o FOR BEAM SPEC. ° U _ OVERHEAD SECTIONAL. DOOR TRACK W/ 3/8" X oo U 1 1/2" STEEL LAG BOLT -Lr'`", N W/ WASHER. MIN. 6 PER TRACK TO JAMB. • r ` .' ' ' @ 1 . (5) 1/2" DIA. x 8" 1/2" X 8" A.B. W/2"—�� o l a I� o "J" BOLTS WASHERS SET IN c FILLED CELL W/ #5 TYP. FILLED CELL MIN. 5 PER JAMB. VERTICAL '' E SECTIONAL O OVERHEAD N DOOR CONT. —/� o WOOD P.T. #2 �+ a .. . TRIM ., •, 2 x6 P.T. WOOD JAMB �' ; , co : \ �� }fp N fiU G�72, 4 u N+ DOOR AND CONNECTION PER O '° _ r GARAGE DOOR MANUFACTURER GARAGE SLAB T ,,, ' TYP. GARAGE DOOR -- O TRACK MOUNTING DETAIL 3 � =:;'< 4. -` c," At"' E ✓�� `' �^ �,' �,, f,"� i "' "'ry. Qi �� CL h x ' NOTE: DETAIL CD22 / S-2 MAY BE SUBSITUTED FOR THIS DETAIL - UNLESS NOTED OTHERWISE MS12 OVERHEAD GARAGE DOOR ATTACHMENT' N.T.S. m CD21 ENTRY CMU COLUMN/BEAM N.T.S. 0 _ c c y N N" coc C z @ o a -I a0 c W �' c N i d C t� W ci '0 g" 00 ay w orvp €U Z Wo�4 ; L- U- U 6 (BLOWN -IN R-30 INSULATION PER FBC (n _ Oly N p w ■1 c i o w Uj e� 6:: o U! W '0 a E AND ENERGY FORM SUBMITTED WITH a Q Z ®D av a Z ----BLOWN IN R-30 INSULATION PER FBC AND ENERGY FORM SUBMITTED PERMIT APPLICATION PROVIDE) APPLES AT EAVES FOR VENTED ATTICS 12 FIBERGLASS SHINGLES OR o o y ocl d O t y co U COm a � � w C� Z 0) @ E C 12 WITH PERMIT APPLICATION PROVIDE BAFFLES AT EAVES SEE PLAN TILE ROOF (PER ELEVATION) OVER APPROVED UNDERLAYMENT O £_ T y a _'� W Q N `m o p 9 N ° ¢ po SEE PLAN (FOR VENTED ATTICS) PER FBCR 905.1.1 OVER APA ENGINEERED WOOD SHEATHING o ❑ El ElPRE FIBERGLASS SHINGLES OR TILE ROOF (PER ELEVATION) RATED STRUCTURAL TRUSSES @ 24' O.C. II SEE STRUCTURAL NOTES s °7 ,- y WWW.FDSENG.COM m `0 OVER APPOVED UNDERLAYMENT PER FBCR 905.1.1 OVER APA FASTENED TO TRUSSES PER ROOF i j ' I NAILING SCHEDULE) m ai O z N mp , M RATED STRUCTURAL SHEATHING ' — --TRUSS ANCHOR (SEE PLAN) z 10 10 PRE-ENG. WOOD (SEE STRUCTURAL NOTES TRUSSES @ 24" D.C. FASTENED TO TRUSSES PER ROOF ' "� - ^ _ �. - �� .� - , SEE PLAN FOR — ' — - ` — BRG. HT. _n ra c m Z -a Q `o _ NAILING SCHEDULE) 1/2" DRYWALL ' '' 3 klu ii iN 1, t f'� 1 TRUSS ANCHOR (SEE PLAN) ? t 1 t O ` �+ TO BE INSTALLED ON OUTSIDE FELT PAPER OR , METAL DRIP EDGE PLATE �, Y W 2� 1.TRUSS FACE - - — - — - — - 3/4" P.T. NAILER ; . 2X SUBFASCIA •0 SOFFIT. SEE ARCH. (TYP.) FRAME FOR BUILT-UP CORNERS min (3} 2x4 OR � (� a _ - -j�., 1/2" DRYWALL PLANS 4x4 w/ 2x4 POST UNDER EA w METAL DRIP EDGE 1/2" DRYWALL CONNECT ALL 2x STUD 2X SUBFASCIA f CURTAIN NAILER r 8 x 8 x 16 K.O. 1 x 4 P.T. @WINDOWS � LINTEL BLOCK i x 8 P.T. @ S.G.D. Iti W/ #5 DIA. REBAR & 2 X 4 P.T. PLATE END F SUPPORTING RTING BEAM KEEP IN 3/4" FOR SHEATHING NAILED w/ 8d NAILS @ 6" O.C. °' o o ° �} — 0 m --—� O.H. (1) AH AND LATH WITH FINISH Ul TO TOP PLATE WITH (4) 16d TOENAILS SOFFIT. SEE ARCH. PLANS h 3000 PSI CONCRETE SEE ELEV. PRECAST "U" LINTEL SEE SCHEDULE (TYP.) ALL SIDES / / (TYP.) FRAME FOR COR- /<o> /f V' � QO NERS FOR NON LOAD av a°a ° = m M w m c �'> U � N F �,, o 0 r— o0 0 ---- %}✓ '' 1/2" DRYWALL SEE PLAN FOR HEADER SIZE N N BEARING SIDES NAILED //p, p, p� o 0o a) o o v c < w/ 16d NAILS @ 8 O.C. , U u, o J oo vo O N v 'q :N Lv LO ItQ o o' iI- O moa a�m OPTION; 15/32" OSB EXPOSURE 1 ON O.H. EXT. WALL W/ ALL EDGES BLOCKED. 1/2" X 8" J BOLTS ` � (TYP.)4 COURSE HIGH A.F.F. DAMS MAXIMUM OF (3) - 2X PLATES MAY BE (1) CENTERED EA. � ® HOMES ADDED BELOW THE HEADER W/ EACH SFE ELEV. SEE T613 FOR NAIL ATTACHMENT. r SIDE w/2" WASHERS CMU BASE FILLED w/ CONC PLY ATTACHED WJ (2) ROWS OF 16d (OPTION) STAPLE: 16 GA. 1 3/4" NAILS AT 8" O.C. STAPLE @ 2" O.0 EDGES AND FIELD. ell NOTE: 44 MAX. SILL HGT. ON „ FILL CELL -(1) #5 DIA. (TYP.) v w/ (4) VERTICAL RENF w/ HOOKS INTO FTG & AT TOP 2 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 ALL BEDROOM WINDOWS■ h REBAR W/ 3000 PSI h CONC. ALL LOCATIONS OF COLUMN PLAN Al -Al ° 3000 GULFBREEZE PARKWAY VINYL FRAMED WINDOW w/ SCREEN N SHOWN ON FOUNDATION &FLOOR PLANSCL c GULFBREEZE, FLORIDA 32563 (G.C. TO VERIFY W/ FLOOR PLAN DIVISION LOCATION: LOCATION OF OPENINGS IN EXTERIOR WOOD WALLS. IF NO yu, QN SIMPSON LSTA30 SEE FLOOR PLAN PORT ST. LUCI E OPENINGS ARE INDICATED, FULL w/11-10d TO BEAM --- FOR BEAM SPEC. z Job Information: STUDS ARE REQUIRED). & TO FRAME BELOW NOTE: 44" MAX. SILL HGT. ON ALL BEDROOM WINDOWS. VINYL FRAMED WINDOW WINDOW STOOL � W/ SCREEN CEMENTITIOUS DECORATIVE PER SPECS H PRECAST CONC SILL .0l M o 0)FINISH 7/8" THICK PER ASTM , M 2 C-926-98A PAPER BACKED FOIL R-4.1 w ' 1 2X STUDS (SEE FLOOR PLAN FOR INSULATION AT CMU BLOCK WALL V PER FBC AND ENERGY FORM IV ; i �`oL tf MORE INFORMATION). SEE T613 1/2" DRYWALL ON SHEET 6 ) FINISH - SUBMITTED WITH PERMIT J (SEE ELEVATIONS) APPLICATION co 9- FOR NAILING INFORMATION FOR R-13 INSULATION AT EXTERIOR WALL SHEATHING. WOOD FRAME WALL PER FBC P.T. 2X #2 SYP. BASE PLATE 1 x 2 P.T FURRING FTG. DOWEL #5 DIA. REBAR 1 x 4 P.T. 17" IN CONCRETE - 25" — Uj O 0 LO + a) M AND ENERGY FORM SUBMITTED w/ 1/2 x 8 A.B. (OR 1/2" x 8" TITEN WITH PERMIT APPLICATION HD) w/2" WASHER AT 32" O.C. BASE NAILER EXTEND (ACI 530) ABOVE SLAB. ALL LOCATIONS SHOWN WOOD BASE ON FOUNDATION PLAN SIMPSON HETA20 ' w 10-10d TO COLUMN Al , Al BUILT-UP CORNER MIN (3) 2x4 / �OR E O (n '" v- 00 CO t6 0 N N E ;a MIN. 6" FROM END - SEE WS07 POST , \ 4x4 POST w/ 2x4 UNDER m WOOD BASE FOR TERMITE SHIELD i EACH END OF BEAM f— U W O 0- SEE FOUNDATION PLAN SEE FOUNDATION PLAN FOR ' N FOR SLAB INFORMATION TOP OF SLAB7. -- - - - - SLAB INFORMATION TOP OF SLAB _ __ _ 2 X 4 P.T. PLATE BE �� % 00 � J m a .' . *:. G�` *. •,�, SOTTO M STRAPS MUST �; • Model Name /Number: ' air i �I ��?�` GRADES -r, l., i 00 �1 r ' �TL�s GRADE INSTALLED ON INSIDE OF COLUMN. DO NOT BEND "' rn F s Ilt �I i L;:; a' e o 4, `" a �,--a STRAPS UNDER PLATE. o %, g o r �o 0 0 PLACE STRAPS IN FILL °:" ' o 2265 [lk-- =- CLEAN( 11T - LL' COMPACTED v� �I C14w T' . „' SEE PLAN FOR ~ RE -BAR QUANTITIES N o ,• CELLS w #5 REBAR ; ; r " , / (TYP.)4 COURSE HIGH CMU BASE ; Plan Issue Date: FILL m "i J •: e a • e ', ° FILLED w/ CONC - SEE PLAN FOR •"'' ;•` ' °', SIZE. TOP F COLUMN BASE N W ¢ Thursday, December 12, 2019 SEE f' �UNDATION PLAN�EE 16" PLAN SEE FOUNDATION ,• •"' ° ° • • ' 2'-0" AFF •°\ = � KA PROJECT NUMBER: FORrtG REQUIREMENTS PLAN Y 19-8300 NO l e: DETAIL CD21 / S-2 MAYBE SUBSITUTED FOR THIS DETAIL -UNLESS NOTED OTHERWISE T N Sheet: S=2 Of: WS01 TYPICAL WALL SECTION - 8" CMU 3/4" - 1'-O" - CD22 ENTRY CMU COLUMN BASE w/ FRAME ABOVE N.T.S. T Q 0 WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4" - 1'-0" - P GALA REAMING CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) �— FRAME OUT TO BLOCK EDGE ONLY IF NEEDED. SEE PLAN \, o o i Q o ' SEE PLAN FOR o BEAM SIZE cc R-13 INSULATION AT EXTERIOR o >0 cn WOOD FRAME WALL PER FBC AND ENERGY FORM SUBMITTED � o WITH PERMIT APPLICATION C� ' c ' p (WHEN EXTERIOR WALL IS C EXPOSED TO INTERIOR SPACE) 2 X 4 SPF C E AT 16" O.C. a EXTERIOR SHEATHING C� ATTACHED PER NAILING C SCHEDULE TB13 ON 3 SHEET 7 AND 7.1 „ 1 tl ; N BUILDER FRAME m o RADIUS ' AS REQUIRED o t � DLO -ro t43,. EE WF14 KN EE'ALL @ ENTRY FRONT WALL 1/2" m t�I o 8786 �d N J c I T • S! • J L PROVIDE 2x4 ON TO 0 N OF 2x8 TO BLOCK OUT 2 ROWS 12d @ S I 1 I_ t xt/ J E TOP PLATE ATTACH w/ 3" O.C. p ; ^ +*' t^� A M r 0 OUBLE 2x4 @ �� .;�r'• / •, �) ami (2) 12d NAILS O.C. TOP PLATE •"'» • " • 4 ; \\ STRUCTURAL SHEATHING (SOLID BLOCK w/ 2x6) `\ \ 7/16" MIN. NAILED W/ 8d tijj �8III3� v� `� \\ COMMONS @ 3" O.C. @ 2x4 STUD �! ` \ EDGE & 6" O.C. FIELD RUN PER PLAN ` \ FULL SHEET FROM 2x4 BEYOND AGAINST 2x8 STUDS OP SPLICE a \ BOTTOM OF FALSL BEAM \� a \\ NOTE: @ALL EXT. CONDITIONS ATTACH 2x STUDS DOUBLE 2x8 SEE GE05 FOR `\ \\ TO TOP PLATE W/ (4) 16d TONAIL.S (2) ON EA. TOP PLATE STANDARD \\ I \ SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ 2x8 STUD GABLE END �\ I \l\ (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN FRAMING ?\ \ TOP PLATE W/ 8d 2 1/2" x 0,139E NAILS m y NOT REQ'D. WHEN QT SYSTEM IS APPLIED (Sim. 2x6 2x4 w/ 2 ROWS OF q N i \ STUDS ��.�r H CN N 00 i \ \ 12d NAILS @ 3" D.C. W 8a I . p s a, m TOP PLATE TRANSITION0 3 a d � �Lo 00 00 .,Ur c� w Z W 8 C�4 h W LL LL LL I \ \ Z ,p is yUcm OOQ� J J J PIPE OR DUCT w/ OUBLE 12d lm=° m m o + +I PENETRATION THRU TOP SPLICE o d m= v �: n N g w I+ +I TOP PLATE w/ MORE a � W — =LLY. Lu a +� THAN 50% OF TOP t W s ° oW 2X TOP PLATE TO q o 2 ROWS 12d co N o Z o D av Q z o PLATE WIDTH INSTALL @ 3" O.C. �g �i N dv° '2 a noo ?� O GABLE END W/ 16d J SIMPSON PSPN516Z N N o NAILS @ 6" O.C. I a w/ (12) 16d NAILS TYP. 48" m W z N ° °' - x m ca TOP & BOTT. N Z +--- —+—+ c�c W QNamdQ`sd NOTE: @ ALL EXT. CONDITIONS A17ACH 2x STUDS BOTTOM SPLICEUo u m o U) + +I + + OVER STUD Q t o TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. `O .,_.. N C C w SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ °_ ° $ ° VJWW.FDSENG.COM ❑ ❑ ❑ 2X4 STUDS @ 24" O.C. �, W/ SINGLE BASE &TOP (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TOwc TOP _PLATE W/ 8d 2 1/2" x 0.131 NAILS 9 Ln PLATE W/ PLYWOOD �* NOT REQ'D. WHEN QT SYSTEM IS APPLIED O SHEATHING — a z r- COVERING NOTE: N z m 0 PLATE LENGTHS MUST BE AT Z M N O LEAST 8'-0" LONG. TYPICAL + Q o s N U_ E(,—.E15 FALSE BEAM AT GABLE END N.T.S. WF17 TOP PLATE SPLICE DETAIL 3/4" = 1'-O" — s Cz 0 Q) w ca U)4­1 W <V M M _ E I •® W Q o - —tea 12 1:2 1:2 2x8 SYP #2 0 mm j TOP & BOTTOM E ATTACHED W/ '° 1 ROW 16d LL o 0 o () 2x6 SYP. #200 v, 00 I 1 NAILS @ 16 O.C. RIPPED 1„ 1, • �,f., (n c Lo d s d10 CRIPPLES MAY/MAY NOT BE PRESENT, alm BOX HEADER DETAIL w VERIFY HEADER ELEVATION .3 �' DAMS HOMES (2) 2 x 4 LAMINATIONS W/(1) (3) 2 x 4 LAMINATIONS W/ (2) (3) 2 x 6 LAMINATIONS W/ (2) ROW OF STAGGERED10d ROWS OF STAGGERED 16d ROWS OF STAGGERED16d COMMON WIRE NAILS COMMON WIRE NAILS COMMON WIRE NAILS (D = 0.148', L= 3") OR EQUAL (ONE INTO EACH OUTSIDE FACE) (ONE INTO EACH OUTSIDE FACE) (D = 0.162", L= 3-1/2") OR EQUAL (D = 0.162", L= 3-1/2-) OR EQUAL jV O IF ONLY (1) KING (1) JACK USED AT EACH SIDE OF OPENING G.C. TO INSTALL (3) TITEN HD. " E U PA E D 7/16" O.S.B. EA. SIDE 2X BLK'G. TO O.S.B. W/ 2 - 8d EA. END HEADER ANCHOR `6 NAILED TO TOP PLATES, vi HEADER &JACK FLORIDA CONTRACTORS LICENSE NO. CRC1330146 HEADER SIZE N0. &SIZE OF (D3000 GULFBREEZE PARKWAY RAFTER TIES o &GRADE EACH END @ GULFBREEZE, FLORIDA 32563 SEE PLAN FOR (2) LSTA DIVISION LOCATION: 5/8 x 8 Q AL S C aEAM SIZE 1)) ADACENT NAILS ARE DRIVEN FROM 3) FOR 4PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG PER SIDE INTO C IV) U AT PORT ST. LU C I E OPPOSITE SIDES OF THE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR aAY) 2)AHETHIILS CKNESS ALL NANETRTEATLEAST 3/4"LASTTOIF 4)REFER TONOS SECTION 15.3FOR JACK TO HEADER, NO BASE EDGE VIEW 2XCRIPPLES @16"OADDITIONAL INFO..C. SEE SCHEDULE m Job Information: CONNECTOR REQUIRED (3) 16d W/ SIMPSON SP2 TYP. cn SP4 AT SEE PLAN TOP AND BOTTOM 2 ROWS 12d NAILS u WF37 TYPICAL COLUMNS DETAILS "' S 24° O.C. NAILIS NAILS(TYP) FOR WILL STAGGERED @ Q �, HGT. 12° 0/C EACH * WHEN STUD LENGTH FACE OR 3-ROWS o rtoo N FOR OVERHANGS GREATER THAN • : ` FILL 1ST. 4 COURSES 1 1/2" CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEME'IT REQUIRED' F.F. OVERHANG --I." m IF CMU FOR OVERHANGS BETWEEN 5/8" TO 1 1/2' NOTE: FOR OVERHANGS LESS THAN 5/8" - NO P.[PAIR REQ'D. 00 ■ . LOCATION 00 ;;. /4 2x W/ (2) 16d TOENAILS EACH END TYP. '2x4 SPF• • BLOCKING ©ATTACHED 1 TO • • :• NAILS. SEE DETAIL ABOVE SEE ELEVATION •..• SQUARETRANSOM BOX HEADER--J END WINDOWEACH R DOD'•' HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL JACKS KINGS JACKS KINGS SIZE EA END EA END EA END EA END LESS THAN 4' (1 (2) (1) (2) >4' BUT <9' (2) (3) (2) (2) 10'-0" - 16' 3 4 3 4 IS LESS THAN 12" USE 12d NAILS STAGGERED (N 2 LSTA30 STRAPS AT EACH @ 12" 0/C FOR 2 x 10 co a STUD WRAPPED OVER OR GREATER HEADER ® TOP PLATE & NAILED �6 o TO HEADER EACH SIDE / FILL ALL HOLES IN J DOUBLE 2 x 462 CL o a] STRAP S.Y.P. HEADED; W/ a Lo O 1/2" FLITCH PILATE = 10d NAILS @ HEADER. (U.N.O.) "= m 8" O/C TYP. o > co 00 t>3 FILLING AND BLOCKING AS o N N U Q N DOUBLE 2 x 4 CRIPPLE STUD REQUIRED FASTENED TO HEADER W/(2) ROWS m MM Is CNN 0- � U TYPICAL --�► UNLESS :D (U.N.O.) NOTED OTHERWISE o m �,L� 00 LL Lo ® Model Name /Number: 2 x 4 STUDS TYP. rn SIMPSON HTT4 W/ (18) 2265 16d NAILS &A 5/8" U 0 Plan Issue Date:ANCHOR �Cmu EXPRNSION A O 00 W/ 6" EMBEDMENT U.N.O. N Op FNING OR 8 1/2" AT GARAGE a Thursday, December 12, 2019 STEP DOWN m KA PROJECT NUMBER: * �c HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING P.T. BOT. PLATE U 19-830® WALLS WITHOUT UPLIFT Y T rn Sheet: Of: N MS18 RETROFIT WALL OVERHANG DETAIL N.T.S. WF39 TRANSOM DETAIL AT ENTRY 1/2" = 1'-O" WF09 WALL HEADER DETAIL N.T.s. TYPICAL WALL DETAILS *DIAGONAL SPACED AT 20'-0" O,C. MAX SAME SPACING AS BOTTOM CHORD LATERAL BRACING - - ^�\ - DROP GABLE END TRUSS & 2x OUT LOOK RAFTERS FOR OVERHANG GREATER THAN TO BE LESS THAN ,' `� 12". ATTACH 2x OUTL00KER @ 24" O.C. TO TRUSS WITH MTS12. FOR OR EQUAL TO 45° ' O.H.UNDER -SPACE OUTLOOKER BLOCKS @ 24" O.C. NO STRAPS REQUIRED. ---MINIMUM 2"x4" - 8d NAILS @ 4" O.C. WALL AND ROOF CROSS BRACING i '� ~` SHEATHING, SEE TB13 2x4 SYP BLOCKING FOR SPECIFICATIONS (SEE PLAN FOR ` "; +r BETWEEN TRUSSES @ 48" SYP LOCATION) •''' 'BLOCKING O.C. MAX. FASTEN TO EA. 2x4 L BRACE FOR TRUSS w/ 3-12d NAILS EA. GABLES 3'-0" TO 5'-11" TALL. END00 2x6 SYP L BRACE FOR r 2x4 SYP CROSS BRACE GABLES 6'-0" AND TALLER. APPROX. 8" FROM RIDGE ATTACH L BRACE w/ THEN 48 O.C. AFTER. NAIL w/ 12d NAILS @ 4" O.C. c •� CROSSINGEACH AT 45 ANGLE GABLE TRUSS ` (NOT REQ'D WHEN GABLE IS 4'4" OR SHORTER) FAA(I)SIMN HGA10 12" LONG 2x4 #2 SYP BLOCK AT m ' BRACE CONNECTOR FROM BRACE LOCATION. FASTEN TO CONT 2x4 SYP SPANNING (4) c ' •, , TRUSS BAYS (8' 0") NAILED DIAGONAL BRACE TO SILL PLATE w/ 10d @ 3" O.C. a (3) 12d , w/ 3-12d TO CHORD (MIN BLOCK/PLATE NAIL GABLE TRUSS PER JOINT ' 1ST 4 BAYS) (_�j I I I TO TOP PLATE w/ f0 16d NAILS @ 4" O.C. CONTINUOUS LATERAL BRACING- ; 2x8 .T. PLATE 1/2"x8" ANCHOR BOLT DQ DINAIL _, OVER X BRACE AS SHOWN 4 BAYS AT 48" O.C. MIN. Y INSTALL BLKG. AT TRUSS WEBS KNOCK OUT COURSE c CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING X BRACING 2x4 SPF OR SYP MASONRY WALL c •N W/ (3) 12d @ EACH TRUSS WEB NAIL TOP OF "T" TO GABLE ; ROOF SHEATHING, SEE TRUSS w/ 2-12d AND 1 TB13 FOR ATTACHMENT �\ �,`•, OVER JACK TRUSSES, SEE 3 w TB01 TYPICAL CROSS BRACING DETAIL N.T.S. TBO2 TYPICAL CROSS BRACING DETAIL N.T.S. . : SIMPSON H$w/ `�� �`. PLAN. 10-10dx11/2" NAILS FASTEN (1) SIMPSON HGA10 @ 48" O.C. w/ 81/4"x1 1/2" SDS WOOD SCREWS GABLE 2x4 BLOCKING w/ 2-12d TOENAILS NAIL TOP OF "T" o PROVIDE 2X4 MIN. BLOCKING AT CENTER LINE OF HIP/RIDGE, TYP. END TO TOP PLATE / BEAM TO GABLE TRUSS w. 212d 5 0 n " FRAMED WALL OR BEAM AND 1-SIMPSON H8 w/ �� • • f BETWEEN TRUSSES W/ (2) 12D BELOW, SEE PLAN. 10d x 1 1/2" NAILS NAILS EACH END TO TRUSS TOP ,p J `:. N CHORD C� WOOD FRAMED WALL DUTCH GABLE Er4S4 N< 0 o TYP. a ' 3 A TRUSS �.TERNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING GEO1 GABLE END BRACING N.T.S. ' =" ` j 1 s.:: C, r +°"' E WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP a .."'�� " •. a) q _ _ _ STRUCTURAL PACE a `�Fo� ,, •„ 0 G.T. SHEATHING ADD 2X4 ALONGSIDE RIPPED 2X4 SYP #2ca TOP CHORD WHEN REQ'D NAIL TO TOP CHORD - N TO PREVENT SHEATHING JACK - - - - - OF HIPPED TRUSS W/ v � SPAN FROM EXCEEDING TRUSSE1 HIP 12d NAILS @ 6" O.C. MAX 24" SPAN (EITHER G.T 2 SIDE OR BOTH IF REQ'D) m (2) 12D NAILS MINIMUM (3) 12d c ROOF AT 12" O.C. MAX PER JOINT MINIMUM 2"x4" SPF OR d d =- a c (0 1 SHEATHING SEE * SPACED AT 10'-0" MAX SYP TRUSS BRACING E PLAN 9 g c c_ w° E O N ti 2X4 BLOCKING m $_�-� Z W $o � LL =vow y M rn o HIP TRUSS " �= v Z Q: '- � BETWEEN TRUSSES o v" w m„ y 2 N o a c 3 W SECT, AA d 8- 7 m-" N w a�w� W V �NLLo w W 5 ir Z ��< z z o A _ O 4 a N.T.s. TB04 OVERLAP DETAIL N.T.S. TB03 HIP / RIDGE BLOCKING DETAIL TRUSS BRACING (TYP) N c m ♦� ; Na� N w� V'A o�'� m m OJ wI N¢..0 ,S12 EA. LLI J 0 " O x p L M Is y W. r- Iw 2.1 WWW.FDSENG.COM ❑ ❑ ❑ T (D M d Z N m � N z M O TRUSS NOTES: z N N (D O 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OF ACCIDENT 3 n � IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED Z o v , 0 �J TO 8 SHEETS OF SHEATHING ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. N v.,QJ a--� L. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL f0 �_ E LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 3-12d NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT E U w o � ut�o ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. m 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. �M SEE TYP. TRUSS BLOCKING DETAILS CO U @ 04 SHEATHING _ w O 0 o0 OD N I 3 TO 4 TRUSS 2x4 AS SHOWN :° U (n v o TRUSS SPACESJ. ALTERNATE DIRECTION - �INN= YO Q O,a M -tw RUS vi 00 01 ciDAMS HOMES VERTICAL SCAB 2X6 #2 SPF 48" O.C. W/ (4) 12d TOP & BOTTOM OR H5 SEE TRUSS (2)-1 NAILS ui s FLORIDA CONTRACTORS LICENSE N0. CRC1330146 OR HCLR/LL IN PLACE OF (4) 10D SECTION TO TRUSS REQUIRED @ RAFTERS GREATER THAN 8' O" 75 3000 GULFBREEZE PARKWAY SEE PLAN OUBLE TOP DOUBLE SEE STRUCTURAL NOTES AND NAILING GULFBREEZE, FLORIDA 32563 PRE-ENG. TRUSS PLATE SECTION B-B TOP PLATE SCHEDULE FOR SHEATHING DETAILS a 2x STUD WALL VARIES W ROOF. L DIVISION LOCATION: SEE PLAN SLOPE .\ ,, • PORT ST. LUCIE CONV. FRAMED RIDGE \ / \ / ° Job Information: MAY BE NAILED w/ MIN. VERTICAL SCAB 2X6 #2 \ / \ 2X4 SPF BLOCKING / d (a) 12d WHEN IT LANDS SPF 48" O.C. W/ (4) 12d \ BETWEEN TRUSSES / NEXT TO PRE-ENG. TRUSS 2x8 BLKING. NAILED @ EACH TOP & BOTTOM OR H5 OR \ \ @ 48" O.C. MAX. SIDE w/ (3) 12d NAILS WHEN HCLR/LL IN PLACE OF (4) 12d @ RAFTERS GREATER B REQUIRED w/ (2) MTS12'S REQUIRHAN ED \ \ 2x4 SPF BRACE \ \ / ri "if @ 48" O.C. - NAIL w/(4) \ COLLAR TIE EVERY rd \ 12d AT EACH END & \ m 2 SHEATHIN RAFTER \ ALTERNATE DIRECTION T\ . ,0 0- CB \ \ 0 � tf O 2X4 BLOCKING BETWEEN BEVEL CUTS TRUSSES W/ (2) 12d NAILS (OPTIONAL) a @ EACH END, CANT. EACH BAY O B TB 2X4 SPF W/ (2) #7X3-1/2" / / TRUSSES ALTERNATING DB WOOD SCREW EACH TRUSS / / SEE PLAN a W N U BLOCKING OR H5 @ 481, / / dam' N PRE-ENG. TRUSSI L \ / / o CONT. ROOF SHEATHING AT TRUSS TOP STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP. \ \ \ / / (n ° m N N E V ■ ■ ■ , ■ ■ ' - ¢ O SEE PLAN FOR CONNECTION B SIMPSON A34 OR \ \ / / / �° ° CO a: � � � N 2X4 P.T. BLOCKING BETWEEN TRUSSES W/ (2}12d NAILS @ DIAGONAL WOOD 2x8 #2 SYP RIDGE BEAM (USP MP4) @ \ \ / 2'-0" ON CENTER \ \ / / MJMW/� '�^ � O CO (/ v EACH END AT 8' 0^ TRUSS MAX 2x6 RAFTERS @ 2'-O"O.C. \ h / 2X4 SPF BLOCKING BETWEEN TRUSSES a • Model Name Number: MAX. w/ (3) 12d COMMON y \/ @ 24' O.C. MAX.w/ O1 2265 WALL BELOW TOENAILS TO RIDGE BEAM (SEE PLANS FOR TYPE) 2x4 RAFTERS FOR SPANS LESS THAN \ / \ (3)12d EA. END (TYP.) / • ` a FT @ 2'-0" O.C. MAX W / (3) 10D CONC. MASONRY SEE PLAN COMMON TOE NAILS TO RIDGE BEAM 2X4 CONT. AT STEEL OR WOOD N T & B CHORD BEARING SUPPORT z V Plan Issue Date: Thursday, December 12, 2019 TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING 1/2" SPACE in a @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING V KA PROJECT NUMBER: SEE PLAN FOR MORE SHEATHING 4)INFORMATION � 19-8300 Y 2x4 S.Y.P. @ 16" O.C. Sheet: S=4 Of: o N TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS N.T.S. T11315 EXTERIOR NON -BEARING WALL DETAIL N.T.S. a ROOF FRAMING 101 AND BRACING DETAILS M. THERMA-TRU INSTALLATION KEY DIFFERENCES CHECK LIST Rough openings arc 1/4" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4I" 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 HEADIER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16" DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN. THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 1 1/4" EMBEDMENT INTO THE MASONRY JAMBS. W.W. SPAC EVENT. 6" I 6" 6 6" 6" SINGLE DOOR 0 jn SPA EVE 31 SINGLE DOOR W SIDELITE 3" n0 3" 3" 3" 3" 3" I 3" 3" rr „ 3' 3„ 3' 3" 6' 6' 6" 6' DOUBLE DOOR W/ SIDELITES n 6' ;PACE '.VENLY i" 6 SINGLE DOOR W/ SIDELITES on F; J J I n G 6" e• 888' LOCATION OF BARRIER TO BE 1'-019 IN FRONT OF MECH. OR APP. WHEN REQUIRED 4" DIA. CONCRETE FILLED PVC. PIPE. TOP OF SLAB ao IL" V, �° 1 O z , 16" MIN. DIAMETER °a I CONCRETE FOOTING i1 ( PROTECTIOIN BARRIER DETAIL. �pj N.T.S. 3.1 SPACE EVENLY 68"" 8" 8" 8" 8" 1" Red�¢ ................... --- ------------ SEALANT L NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. Poot OAK eoK ° �7 Hoof a� or °hi j Line valley by centering " y 6'- wide der erO the C aterpertall,roofing S inglear� dr�eas °� C nderlayment or r7?h� 5� dettQym ` quivalent till c to uts¢ UrE�d4a? k. gin CO 401-'y5¢ gtd COots¢ coos. s Coo 2t` t \ � Rake 15t' ` Metal rho not nail within Edge 22 Embed each shingle 2" ' 9« valley centerline in a wide strip of asphalt 5« raging cement. 2 t . _14" �2"� Cut 2 = diagonal) off upper Save 7" '1 t omer ofytrimmed' pieces to use in 5th Course 7^ � s ' le. Extend the shingles rr over the rake and eaves about 1/2" if drip edge isused, Cut shingles 2" or about 3/4" back from if no drip edge is used, valley centerline SHINGLE INSTALLATION GUIDE ROOF CRICKS : MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED A I SEALANT APPLIED ALL LEVEL VALLEY TEXTURED, PAINTED BEHIND FLASHING LOCATIONS)- EXTER. WALL FINISH AND EXTENDING A MINIMUM OF 6" ABOVE 6" X 6" H GALV. VERTICAL RISE OF FLASHING _ VERTICAL WALL FLASHING CONT. AT KNEEWALL T ENTRY PLASTER STOP- SEALANT ROOF -SHINGLES z 6" X 6" H GALV. w = FLASHING CONT: q FLASHING DETAILS b' HORIZ. NOTE: THIS DETAIL IS REQUIRED =LASHING AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. FLASHING DETAIL. AT CRICKET KNEEWALL INTERSECTION INSTALLATION Of_BUCK BUCK STRIPS - 2x (DEPTH OF W'DOW AND/OR SGD FRAME MIN.) GLUE STRIP � w/ ADHESIVE SEALANT & SCREW w/ 3/16" x 3 1/2" PHILLIPS FLAT HD. "TAPCON" SCREW MIN. 4" FROM END AND 16" C.C. TYPICAL 2x BUCK INSTALLATION OF WINDOW ATTACHMENT N.T.S BUCK STRIPS - 1x4 (DEPTH OF WDW. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT - BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS fie' All 1/2" DRYWALL FLAT HD- "TAPCON" SCREW THRU THE W'DOW FRAME INTO MASONRY JAMB MIN. 4" FROM END AND MIN. 16" C.C. 1/8" SHIM SPACE I XT. FINISH DRIP EDGE - WINDOW SEALANT GENERAL CONTRACTOR TO COORIDATE BACK OF .IAMB SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTUIRER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S bX > O FRAME BY OTHERS sHEATKNG & OTHEAS CAU1.K BETWEEN FIN eSiS#,elIE,A EXTERIOR FINISH By OTHERS G, ULI O.;A WINDOW HEIGHT EXTERIOR Y i k TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S 1/4' MAX SHIM SPACE 6aI R905.2.8.5 DRIP EDGE. PROVIDE DRIP EDGE AT EAVES AND GABLES OF SHINGLE ROOFS. OVERLAP TO BE A MINIMUM OF 31n (76cm). EAVE DRIP EDGES SHALL EXTEND 'hin BELOW SHEATHING AND EXTEND BACK ON THE ROOF A MINIMUM OF 2in. DRIP EDGE AT EAVES SHALL BE PERMITTED TO BE INSTALLED EITHER OVER OR UNDER THE UNDERLAYMENT, IF INSTALLED OVER THE UNDERLAYMENT, THERE SHALL BE A MINIMUM 4m WIDTH OF ROOF CEMENT INSTALLED OVER THE DRIP EDGE RANGE. DRIP EDGE SHALL BE MECHANICALLY FASTENED A MAXIMUM OF 12in ON CENTER. WHERE THE Vasd AS DETERMINED IN ACCORANCE WITH SECTION R301.2.1.3 IS 110 MPH (177 KM/H) OR GREATER OR THE MEAN ROOF HEIGHT EXCEEDS 33 FEET (10,058 mm), DRIP EDGES SHALL UE MECHANICALLY FASTENED A MAXIMUM OF 4 INCHES ON CENTER HyL Installatio�nstructions For All iteIncludes all of 625 1825 / A215 J FL15 / AZ310 / VT200 / VTZH_0 / G82000 / G820B Maximum Fastener Spacing (Jambs, Head and Sill) FL30 / 'V1500 / V1580 / V300 / V380 D / Prestige 662 / Prestige 882 / LH10 wail Framing; Art Spruce/Pine/Fir Or Better Silicone Screw Minimum Penetration Glazing Blead 1'318" Cross 5echon V iew r Minimum I v2" he. Silicone Exterior Sheathing ,core: we srrongiy recommend, me use or nasn/ng and/or flashing tapes and; M pans as stated In A57M E2112-01. However, due to varlation In codes and bullding types, It is left up to the end user to determine the proper Installation ofthese Items. .v duw' t iv br.+iGla r oy� .. <., ''.e Peeled back for insppedion, but piease,e-stick the wrap L protect the blocks from scratches and other damage until construction is complete. Step 1 Measure to be sure the opening is 3/8" to 1 f2" larger than the window size bMfi vertically and horizontally. ' You may wish to predrill the installation holes in the An at this time. Awsfegard rice e• neAcd notes In the mounting On a s eW are not tte %sari)/ sMced corzecVy. Step 2 Apply a generous bead of silicone to the backside of the mounting fin. Use enough silicone to sufficlently fill all voids between the fin and the wall sheathing. _ Step 3 Insert the window into the opening from the outside. The window is labeled "inside" and "outside", but if these labels have been removed, the glazing lead should always be to the inside of the building Step 4 Install shims under the sill, adjusting them until the unit is plumb in the opening. Shims should be installed under the sill every 2 feet. The window should be basically centered in the opening with no more than 11 gap betwean ttte window and wall framing. Step 5 Install a #10 x 1-1/2" screw 4" from the corner of the fin at each end of the head, sill and t22!Ljambs. Step 6 Install the remaining fasteners In 8" increments from the corner screws to the center of each frame member. Use care not to over - tighten the screws and pull them through the fin. Also, make sure the screws go in 'eight and do not cause the frame to bow, Wall framing should be a minimum of #2. SprucefPirWFir, Fasteners should be #10 screws of sufficient length to achieve 1-3/8" penetration into the wall and no less than 1/2" from edge of framing. Fastener quantities needed In each side of frame to achieve W snarino Step 7 Remove excess silicone "squeeze out" from around the finandInspecteefor n the )Ies or and wall I e t 1i-T-12 i3 Number of Fasteners 2 3 4 5 6 7 S ^ _ Use silicone to fill any vdds. Step 5 If desired, a foam insulation can be applied to the interior � II framing. If applied, this mustbe the Step 9 Since these windows are typically used in rooms with high moisture, le; bathrooms, R is recommended that the interior gap between the window and wall framing also be seakNI with silicone and tooled se as not to interfere with the installation of wallboard, the or trim. Step 10 Once all construction is complete, remove the bubble wrap from the inside tend outside of the window. If necessary, clean the blocks with a mild detergent and warm water using a soft cloth. �- Failure to follow these procedures will Maid 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 # Attachrrll=�nt Approval # Method_ Roofing: 1st Choice DADE COUNTY APP. IKO Industrues, Ltd Cambridge AR g NAIL SHINGLES W/ 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 5 PER SHINGLE. FL7006.1 R-10 W/ 3/8" MIN PENETRATION THRU SHEATHING ROOFING VENTS: Florida Metal FLAMCO "Off FASTEN WITH 11 GAUGE GALVINIZEI7 RING SHANK ROOFING NAIL, FL21580.1 R-1 Products Inc. -ridge vent" 1" FROM EDGE AND 4" O.C. TYPICAL MAX. ROOFING UNDERLAYMENT: 1st Choice WOODLAND TYPE II UNDERLAYMENTS-HVHZ UNDERLAYMENT SHALL BE APPLIED AND FL15216 - R3 INDUSTRIES INC #30 ASPHALT -SATURATED ORGANIC FELT ATTACHED IN ACCORDANCE WITH R905.1.1 FL17206.1 2nd Choice Overhead Garage Doors: 1st Choice +30.0/-30.0 CLOPAY 73W6 16 x 7 2"x6" P.T. WOOD JAMB WITH (5) 1/2" DIA. x 8" "J" BOL.TS FL16546.1 2nd Choice +30.0/-32.0 CLOPAY 73W6 $ X 7 FL15279.36 Swing Doors: )cat 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 AND MIN. 12" O.C. THEREAFTER. THE: DOOR FRAME SHALL FL20461.1 2nd Choice +67.0/-67.0 THERMA TRU-CORP. FLUSH FL20461.19 Fl AS pOQR OUTSWING BE ATTACHED WITH 3/16" X 3" WOOD SCREWS; MIN. FROM FL20461.2 TOP & BOTTOM OF INTERSECTIONS AND MIN. 1.6" O.C. THEREAFTER. (TYPICAL ALL 4 SIDES' - Siding: 1st Choice +0/ -146.3 The Tapco Group 7" Staggered INSTALLAITON FASTERNERS ARE G-TLVANIZED STEEL ROOFING FL20403.17 Shakes NAILS 11h" LONG WITH 1/8" DIA. SHikNKS & 3/8" DIA. HEADS AT 10" O.C. HORIZONTALLY. EMBEDMENT TO BASE MATERIAL N.A. N.A. N.A. 2nd Choice SHALL BE BEYOND WALL DRESSING - Windows: 1st Choice +40/-50 MI WINDOWS 3540 SERIES Single Hung (fin) SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN. 1 /a EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE Fit -LED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN EMBED. INTO 'WOOD BUCK. FOR INSTALLATION THROUGH 2x BUCK USE #8 WOOD SCREW OF FL 17676.1 R9 +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 FL1$644.3 R3 IN WOOD SUBSTRATE. Mullions: 1st Choice M-1926 MI WINDOWS Mullion Vertical FOR 3/16" ATTACHING MI WINDOWS MULLION SECT5796 CLIP INTO CONCRETE TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A 11/4 FL 18504.1 Horizontal FL 15804.2 M-1926 MINIMUM EMBEDMENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM Mullion EDGE DISTANCE Fixed Glass: 1st Choice +50.0/ 50.0 US BLOCK 625 FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHORFL1$644.3 R 3 WIN W /a WITH MIN. 1 EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD 2nd Choice BE FILLED W/ #8 SCREWS OF SUFFICIENT I_TH,, TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. 3rd Choice Soffit: -- 1st Choice +55.D/-35.0 KAYCAN LTD 8" BEADED 11/2" NAILS 10" O.C. IN e DIRE T N F FFIT LEN TH FL16503.4 R-3 - _- Hurricane Panels: 46 PSF EXT/ HURRICANE STORM 24" Ga. Galvanized DIRECT MOUNT. TOP 1/a"-20 MALE: DANELMA1fE W/ FL16293.1 1st Choice WINGNUTS 46 PSF TNT. PANEL MFG. INC. Steel Storm AT 12%" O.C. BOTTOM 1/4"-20 SIDEWALK Panels BOLT w/ POWERS CALK IN I have reviewed the above components of cladding and have approved thE!ir use in the structure. (Architect or Engineer of record) Name: Carl A. Brown Certification Number: FI° #f 56126 _ Name: TODD M. BORN Certification Number: Fl° #s 82126 Name: Luis Pablo Torres Certification Number: FI° 41 87864 _ %N% P NIB i l� t,r j�j� No 8 8 1. 0 '.. STAT OF , .i� 1 i e 3 y - . ,n N y C _ (0 N -'f N 14ND0o i �Lu6 gw v LO W 00 03� iu 00 -1 E C w Z W O 0,N OW L.L LL LL Grp Sc MNh. 3 `c 9m'w }y m to 0 y M ! Z N C m y N p d W I,; �LLdW W �yLLo a Lli w Z 0 V)c? Zza 8.j w m o n a�0i O 0 O 0 uJ G r m ,A O m wm'�ma Z vI .=i O] tY1 o�a i W QN¢mc°i J p o cn V F J L I°-� o WWM/.FDSENG.COM I] El ElAy Z cm i Z N CD CD t10 +' z 0 Q a a IL (a z C i -' - - Lu F S D U OW m / F-U C V) 00 i w -00 v i tU a a) Q 410 0 rI%Aee= Li^RHIVC FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULIFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: IVI PORT ST. LUCIE 71 Job Information: i U- I Z W O U) U Ln It N E M Z n I-o � U MM W O04 N d' 0 00 (n U) Model Name / Number: 2265 o® Plan Issue Date: a Thursday, December 12, 2019 @ ® KA PROJECT NUMBER: 19-8300 Y T rn Sheet: C' Of: 0 rOATERIAL REFERENCE INFO (PSL) MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH FOLD UP WEATHER /� RESISTIVE BARRIER & WEATHER RESISTIVE FLASHING REQUIREMENTS THESE. DETAILS ARE GENERIC AND MEANT TO SHOW SELF -ADHERED FLASHING ` TEMPORARILY SECURE BARRIER DOOR ROUGH OPENING GENERAL FLASHING AND WATERPROOFING METHODS /-WEATHER TO BE USED. R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior P RESISITIVE WINDOW UNIT wall envelope shall Include flashing as described In Section R703.4. ,A water -resistive barrier Is described as a BARRIER \- WOOD FRAME CONSTR. SLOPE material behind an exterior wall covering that is intended to resist liquid water that has penetrated behind the exterior TAPE pO �' EXTERIOR SHEATHING SELF -,ADHERED FLASHING BY LAPPING DOWN 3i4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER 0.3 in : 12.0 in SELF 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 OVER RIM JOIST AND UP / / THRESHOLD OF DOOR AND RETURN (0.6 cm : 30.5 cm) -ADHERED barrier, insulation, or for aesthetics, including but not limited to, veneers, siding, exterior insulation and finish systems, {nsseMe�eowiNoowl WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING PRODUCTS DETAILS architectural trim and embellishments such as cornices, soffits, and fascias. WEATHER R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes) and breaks, complying with ASTM D226 RESISITIVE SELF -ADHERED FLASHING EXTERIOR TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND for I felt or other approved of s with the a shallstuds or erinot r2 es Such CEMT. FIN. erllayerr aplle lappedoverthe lower layver Inchior felt c rpm material shall bee a lied horizontally, lesng pp y, pppp.y than 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 :�4 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) requirements of the exterior wall envelope as described in Section R703.1. 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: Detai ( I t1S1rUCtIOC1S sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of 1. Cut, fold up & temporarily secure weather resistive barrier above header to allow for flashing installation RIM JOIST Refer to the number marked as ® in each detail that corresponds to the Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed In accordance with Sectf3n 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. resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape 1 PAPER, 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60nt -minute Grade D paper and is separated from the stucco by an intervening, substantially 2 2 3. Self -adhered flashing can be substituted for building paper nonwater-absorbing layer or designed drainage space. 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) -for ease of installation and to minimize 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 comply with AAMA 711. All exterior fenestration shall be sealed the the Scale: NTS SELF -ADHERED FLASHING FLANGED WINDOW WPM 01 SELF -ADHERED FLASHING W P 02 SELF -ADHERED FLASHING W F` 0 3 FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ PO'iSHELF/ CHIMNEY SHOULDER 5. Remove all release paper per standard installation instructions and products at juncture with building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or refer for ro er joint p g proper 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. 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 surface of the exterior wall finish. Approved corrosion resistant flashings shall be installed at the following locations: EXTERIOR SHEATHING � ---•�, 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER INSTALL SELF -ADHERED FLASHING JAMB & HEAD ASPHALT ADHESIVE 6. Fold as shown by arrows THRESHOLD OF DOOR AND RETURN FLASHING, SEE ADHESIVE SELF -ADHERED FLASHING J 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 g g gs shall extend to the surface Of the UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW I tight to corner g exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. REFER TO TECHNICAL OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) (Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings LETTER ON CHEMICAL SCORED $. McChal IiC811y fasten as necessary shall be installed in accordance with one or more of the following: COMPATIBILITY , ' RELEASE PAPER :1..1 The fenestration manufacturer's Installation and flashing Instructions, or for applications not addressed In the SELF -ADHERED SELF -ADHERED FLASHING, `'tee • (BEFORE FOLDING„ SCORE fenestration manufacturer's Instructions, In accordance wlih the flashing manufacturer's Instructions. Where FLASHING EXTEND A MINIMUM 6" VERTICALLY FROM EXPOSE RELEASE PAPER SHOWN) ADHESIVE AS SHOWN) flashing instructions or details are not provided, pan flashingshall be installed at the sill of exterior window and BOTTOM OF door openings. Pan flashing shall be sealed or sloped In such a manner as to direct water to the surface of the THRESHOLD exterior wall finish or to the water resistive barrier for subsequent drainage. Openings g pan flashing shall q g . penin s using 2 a MECHANICALLY FASTEN AS incorporate flashing or protection at the head and sides. SECTION -A (SEE DETAIL WP02) NECESSARY IN CORNERS THROUGH SELF -ADHERED FLASHING 1.2. In accordance with the flashing design or method of a registered design professional. 1.3. In accordance with other approved methods. - SELF -ADHERED FLASHING O+ / 1.4 In accordance with FMA/AAMA 3.00, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2 2 SELF -ADHERED FLASHING 5 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both NAILING FLANGE sides under stucco copings. DO NOT FLASH OVER 2 U SEAL TOPS JOISTS 4 6 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. BOTTOM NAILING FLANGE 8 UNDER DECKING (SEE DETAIL WP07) / S. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. SELF -ADHERED FLASHING HALF ROUND WINDOW /� W P 04 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK (`� C W P 0 J SELF -ADHERED FLASHING �+ W P 0 INSIDE CORNER V 7. At built-in gutters. SELF ADHERED FLASHING DECK PROTECTOR`S fix, SHEATHING Plaster in a' cordance --- 7/8" Cement Plaster with _. i :• h. ASTMC926 in accordance with _ _ SELF -ADHERED ASTMC926 FLASHING PATCH Felt backed metalw� �- Felt backed metal lathe in accordance, lathe in accordance SELF -ADHERED FLASHING DECK PROTECTOR I ) with ASTMC1063 with ASTMC1063 Building Paper Building Paper } DOUBLE 7/16" O.S.B. �: �,' sheathing 7/16" O.S.B. �, sheathing SINGLE ,t 1 11 JOIST / x ;�''>�' I ,l( 'n;�,\, JOIST SELF -ADHERED FLASHING SELF -,ADHERED FLASHING 2 a :Y � �� - �� Metal Flashing � • 3 1/2" - Keep top edge of wee screed ��„ p 2" below top of .. block 3" MIN 4 ., y° y Unperforated Flange 7/8" Weep Screed Vulcum k bo cau m tto 2 o 5 ° ' � joint only Maintain Bottom of Metal Flashing SELF -ADHERED FLASHING \H0.8362x;DECK JOIST W P 0% SELF -ADHERED FLASHING Q W P 0 APPLY A LIQUID FLASHING TO THE MASONRY OPENING (HEAD, ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, JAMB, SILL) IN BEFORE W Fi 0 Q Weep Screed 1 1/2" to 2" 3-1/7/ Unperforated �--.o \ Flange /8" Weep Screed / OUTSIDE CORNER V INSTALLATION OF THE BUCK/RECEPTOR. V Above Roof Sheathing �\ ---1/2" Cementitious Decorative Finish ,b•. ••o, r All inside and • ��� •0•• outside corner will EXTERIORneed) WINDOW UNIT to be miter o•'•••o CEMT. FIN. Cement Plaster cut and caulked all ' '�.�• BUILDING PAPER in accordance butt joints need to ••o• SLOPE 0.3 in: 12.0 in SLOPE 0.3 in: 12.0 in (0.6 cm: 30.5 cm) ---t - SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) with ASTMC926 over wood 2nd floor soy•. . •� ,� . becaulked using •.• , Vulcum caulk for all / (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING WIRE LATH SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH 1/2" Cement SELF -ADHERED FLASHING Plaster Finish // /Block WIRE LATH 2 1/2" Perforated Flange 1/2" Weep • ••',•g, BUILDING PAPER BUILDING PAPER 'Cement /.� Screed Plaster •',• over block r EXTERIOR l st floor WINDOW UNIT CEMT. FIN. • \- Install bottom Slab edge of weep screed 1" below finish floor OPTIONAL DEETAIL 2 C Note: 3 (3 ® The building paper and metal lath must be ilistalled over the top of WEEP SCREED DETAIL SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING CEMT. FINISH WINDOW HEAD W P 10 CEMT. FINISH WINDOW SILL W P 1 1 CEMT. FINISH PARAPET WALL W P` 12 the weep screed. SCALE: NOT TO SCALE FILE COP Yr