Loading...
HomeMy WebLinkAboutBuilding PlansTERMITE SPECIFICATIONS: STRUCTURAL NOTES: STRUCTURAL DESIGN CRITERIA INDEX F` D RAWINGS R31B.1 CAST IN PLACE CONCRETE CODE CRITERIA I TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, SHT N0: TITLE__ S S 3000 PSI COLUMNS AND BEAMS A SLUMP OF 5" BATING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TEMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." NOTES: 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE z PLUS OR MINUS 1", AND HAVE 2 TO 5% AIR ENTRAINMEt 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUN 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH 0 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1 THE 6", OR POLYPROPYLENE FIBERS FOR SLABS ON GRA 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE A615M GRADE 40 U.N.O. REINFORCING FOR FOOTING SH TRENGTH AT 28 DAYS OF 2500 PSI ( LAB ) ( )• T, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63. F ALL TOP BARS OF BEAMS. CORNERS OR CORNER BARS WITH A 25" LP PROVIDED EACH WAY. 11/2" TO FORM U.N.O. A/ A1064M. WWF SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN E TO BE MIN .75 LBS OF FIBER PER CUBIC YARD. NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM A615/ 4LL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORTS. TOP FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL FLORIDA FIRE PREVENTION CODE 6TH EDITION (2017) FLORIDA BUILDING CODE ACCESSIBILITY 6TH EDITION (2017) NFPA 7614, NATIONAL ELECTRICAL CODES (NEC 2014) & 6TH FBCR Ch. 34-43 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 31814) SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301.10) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2015 EDITION REINFORCING SHALL BE POSITIVELY SUPPORTED BYTEM ORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY WOOD FRAMED CONSTRUCTION MANUAL 2015 EDITION 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. USING ADDITIONAL CROSS -REINFORCING TIED TO FOOTIN LINTEL PLAN PAGE. 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE ANCHORING ADHESIVE EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON BE IMPLEMENTED. F303.4,1 CONCRETE STRENGTH IN THESE PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED G REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED. SHALL BE AS PER DETAIL MS05 ON WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT FOR WRITTEN APPROVAL. S PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 6th..EDITION (2017) IS TO AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. PA PLYWOOD DESIGN SPECIFICATION 2012 EDITION AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE/SEI 7-10 ALUMINUM DESIGN MANUAL - 2015 EDITION 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE EXTERIOR COVERING MASONRY WALL CONST. WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPUCABLE: (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES" (B) LOCAL STATE AND FEDERAL BODIES R703.7 EXTERIOR PLASTER. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C 926 AND ASTM C 1063 AND THE PROVISIONS OF THIS CODE. 1. HOLOAD 13EARING UNITS SHALL BE NORMAL WEIG LL�p PSI ) 2. MORTAR STRENGTH SHALL 1900 PSI (fm = CONFORMING 3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH T, G ADE N, TYPE 2, CONFORMING TO ASTM C90-014, WITH A MINIMUM NET COMPRESSIVE 7 A MAXIMUM AGGREGATE SIZE OF3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS DEFLECTION CRITERIA EXTERIOR WALL LATH ATTACHEMENT MATERIALS.X LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIAL EXPANDED METAL OR D N OF 3000 PSI SLUMP 8" TO it". CONTINUOUS MASONRYJNSPEC71ONS 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL SEAS 5. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE WHICH EVER IS LESS. REINFORCING SHALL BE PLACED I 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL M 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS 8. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE FILLED CELL REINFORCING SIZE AND SPACING 9. DO NOT 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS F It. CONSOLIDATE AND RECONSOLIDATE GROUT POURS PER ARE REQUIRED DURING CONSTRUCTION. NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. ELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR LOFT, THE�CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. 5 ON ILINTEL PLAN PAGE, UNLESS OTHERWISE NOTED ON THE DRAWINGS. PLASMIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF A STOP IS PROHIBITED. STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR A OVE AND BELOW ALL WALL OPENINGS. HALL E B R (3) AYS AND NO CONCENTRATED LOADS FOR (7) DAYS: PER CODE ACI 318-14. CODE GROUT SHALL BE FLUSH WITH TOP OF WALL ROOF TRUSSES ROOF RAFTERS ROOF RAFTERS (W/O CLG) FLOOR TRUSSES/ BEAMS ** FLOOR ]-JOIST*** LL/360 LL/180 LL/360 LL/360 LL/480 TL/240 TL/120 TL/240 TL/240 TL/240 COMMMENTS: LATH A LA LATH SHALL ATTACHED TO WOOD SHEATHING WITH 11 LONG. GAGE NAILS HAVING A UIWL' MAD, OR 7/8" LONG, 16 GAGE STAPLES, SPACED NOT MORE THAN 61NCHES ON CENTER VERTICALLY AND HORIZONTALLY (REF 20+7 FRG 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, *TL MAX 2" UP TO 40FT SPAN **TL MAX 3/4" . +++ TL MAX 1/2" 71 GENERAL ROOF LOADING R703.7.3 WATER -RESISTIVE BARRIERS. WATER -RESISTIVE BARRIERS SHALL BE INSTALLED WHERE CEMENT PLASTER (STUCCO)IS TO BE APPLIED OVER WOOD CONSTRUCTION SHINGLE METAL TILE HEAVY WOOD -BASED SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. THE BARRIERS SHALL CONSIST OF ONE OF THE FOLLOWING. - ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) 1. ALL EXTERIOR WOOD STUD WALLS, REARING WALLS, SH END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURA R WALLS AND MISC,. STRUCTURAL WOOD FRAMING MEMBERS, (LE BLOCKING OR GABLE R DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL FRAMING MEMBERS SHALL BE S.P.F. #2 TOP CHORD LL TOP CHORD DIL 20 7 20 7 20 15 20 25 BOTTOM CHORD LL* BOTTOM CHORD DL 0 10 0 10 0 10 0 10 1. TWO LAYERS OF AN APPROVED WATER RESISTANT BARRIER MATERIAL IN ACCORDANCE WITH R703.2 2. ONE LAYER OF AN APPROVED WATER -RESISTIVE BARRIER (PPERBACKED STUCCO LATH) OVER AN APPROVED SYNTHETIC. HOUSE WRAP: 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED F FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF TH 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THA SHIELDS. ALL HOLES OVER 1" IN DIA. FOR PLUMBING L R DRY USE ONLY (MOISTURE CONTENT 19%OR LESS), U.N.O. ALL WATERPROOFING AND CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS HAVE, HOLES IN THE CENTER OF THE STUD UP TO i" DIA. SHALL HAVE STUD PROTECTION qES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. TOTAL (PSF) 37 37 45 55 R703.4 FLASHING. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. FLASHING SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE Cl­ VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT CBA-A OR CA$ REQUIRE HOT -DIPPED GALVANIZED OR ST 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH MICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO APPROINLESPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ�C, AOQ-D, S STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. OR CONCRETE TO BE PRESSURE TREATED. HORD LL (OPT) ATTICS BOTTOM CC LIMITED STORAGE ATTICS W/ HEAVY STORAGE 20 50 • EXTERIOR WINDOW/DOOR OPENINGS. • INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTIONS WITH FRAME WALLS. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. • CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. • WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH WITHOUT WOODEN TOP PLATES. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS. 8. ALL ENGINEERING LUMBER TO HAVE THE FOLLOWING M114 PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICRO 9. SEE PLAN GTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS VALUES U.N.O. LAM (LVL) BEAMS: 2.0E Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP 1.7E Fb=2400 PSI MIN. IN REQUIREMENTS ALONG W NAILING INFORMATION OTHERWISE: AND FLOOR SHEATHING QU S LOG / * ATTICS W/ NO STORAGE (NON -CONCURRENT) 10 NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN APPROVAL. FROM FOR OR INDICATED ON PLAN AT WALL AND ROOF • AT BUILT-IN GUTTERS.TERSECTIONS - RIOR OR OSB ROOFSHEATHI G: T&G AGGROUPEI PA RATED (48/ FLOOR WALL SHEATHING: 7/16" STRUCTURAL 1086 EXPOSURE ) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. ,1 OR 15/32' RATED OSB EXPOSURE 1 GENERAL FLOOR LOADING TOP CHORD LL 40 (PSF) COMMMENfTS: A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3.15 SHEATHING SHALL S W ER RESISTANCE BARRIER UNLESS SPECIFIED 1 COVER SHEET 2 FLOOR PLAN 3 FOUNDATION PLAN 4 ELECTRICAL PLAN 5 ELEVATIONS 6 TRUSS LAYOUT S-1 LINTEL PLAN S-2 DETAILS s S-3 DETAILS S 4 DETAILS .2S-5 PRODUCT INFO SHEET a WP WATERPROOFING DETAILS M-1 HVAC N v a m 5 `s,\aa\R�utit►rr n,�s 6 O W �kN6E 6 wA o U C1 t)S OF xw FL a O •••'• ..... •"� tea`\ rESStOt� 1 a, 0 � o a S c 0 E 5 g Pa p � 00 g swg Pg � N W gli3M�§ S m ik# # NOTBEUSEDA EARTHg 0 TOP CHORD DL 10 (PSF) 8 r H 1 0 9,- PRE ENGINEERED WOOD TRUSS BOTTOMCHORDLL 0(PSF) SEE FLOOR. PLAN FOR ACTUAL PRESSURES g.! w BOTTOM CHORD DL 5 (PSF) t STRUCTURAL PLAN FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER 13 gill- -- _ 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURE ` 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS SPECIAL FLOOR LOADING Y Rog; $ uQi �m ` S o -GRADE LUMBER. AND ITS FASTENERS" AS RECOMMENDE BY THE NATIONAL FOREST PRODUCTS ASSOCIATION.. "' a IN f m 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO GAME ROOM 60 (PSF) COMMMENTS: -gg Q WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. BALCONIES/ DECKS 40 (PSF) a 98 o 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. BALCONIES OVER 100 SQ:FT 100 (PSF) $IN 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OFTRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY LIGHT STORAGE 125 (PSF) g �� ww.�osn c.coM ❑ ❑ THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS. u 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE, CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. LIBRARIES ROOMS 60 (PSF) m "r (D `n 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BAY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. z SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, STACK ROOMS 150 (PSF) AND PERMANENT BRACING AND/OR BRIDGING. AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED GUARD RAIL ®.HAND RAILS (d). 200 (PSF) z N g AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. GUARD RAILS IN FILL COMP. (f) 50 (PSF) - z « g S. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPA WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS ROOMS OTHER THAN SLEEPING 40 (PSF) 9 ¢j SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AN4ALL TRUSS TO TRUSS HANGERS. SLEEPING ROOM 30 (PSF) J w STAIRS 40 (PSF) i� UPLIFT CONNECTORS FOOT NOTES o✓ M d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINTALONG w 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUS$ ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS JN WALLS THAT ARE EXPOSED THE TOP. - c `'�' TO UPLIFT OR LATERAL FORCES. INTERIORLOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD f. BALUSTRADE AND PANELS FILLERS SHALL BE DESIGNED TO WITHSTAND A NOT NEED TO MORE INFO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS, AND STRUCTURAL PLANS FOR HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO 1 SQ. FT. E U (D FIELD REPAIR NOTES GENERAL NOTES: s row .4 BUILDER c R NOTICE: ,� to � � "' $ �° `r-4 E 1. MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE UBSTITUTED 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 Deslgner/Englneer listed In the titleblock of these c w r o 8 ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RELOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT. SEE 2. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE ROUGH OPENING INFO WHICH SHALL HAVE PRECEDENCE OVER THE PLAN. documents that these documents be accurate, providing Licensed '- $ 2 6 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 C) o ti m C) N 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBA AND INSTALL A 32 LONG #5 BAR INTO - 4. DO NOT SCALE PLANS. DIMENSIONS ARE TO BE FOLLOWED AS INDICATED. prevent error. The Builder and all subcontractors are required to a - ' o d THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT PDXY'(SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE ) MIXED PER THE MFGR'S 5. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE FLORIDA BUILDING CODE review all the information contained in these documents, prior to ¢ N' d m 14 INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS F OM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR 67H EDITION (2017) RESIDENTIAL. the commencement of any work. The Deslgner/Engineer are not DURING BOND BEAM POUR. RE TO THE MANUFACTURER'S SPECIFICATIONS, THEN. FILL THE CELL IN THE NORMAL WAY - responsible for any plan. errors, omissions,or misinterpretations PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO C CONTROL OF CONSTRUCTION SITE: undetected and not reportedto the Designer / Engineer prior to ® DAMS HOM�6S 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONC, FILLED CELL EACH SIDE OF THE JOINT ( BAR DOES NOT HAVE TO BE CONT. construction. All construction, MUST be in accordance to the o TO FOOTING). KEESEE ASSOCIATES (KA)AND ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE AND SHALL NOT BE RESPONSIBLE IN ANY MANNER FOR CONTROL OF THE Information found in these documents. Any questions regarding the 'g 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH 1) SIMPSON MTSM16 TWIST STRAP W/ (4) ?A"x 2°A" TTENS TO CONSTRUCTION SITE INCLU DING, BUT NOT LIMITED TO, SCHEDULING AND SEQUENCING OF WORK, JOBSITE SAFETY, AND VENTILATION OF THE BUILDING AND THEREBY SHALL NOT BE information found. in these plans should be directed to our Quality v FLORIDA CONTRACTORS LICENSE NO. CRC1330146 RESPONSIBLE FOR THE INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON WHATSOEVER. KA AND FOR HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE v 0 LESS THAN 720# . I -CORNER STRAP IS n M willconsidered MASONRY AND (7)-lOd NAILS TO TRUSS FOR UPLIFTS LESS THAN860 LBS (USE (2) MTSM16 FOR UPLIFTS L 1 ) F Assurance Manager immediately. No backcha es u be TO PROTECT, WITHOUT LIMITATION, THE RESIDENCE, CONSTRUCTION SITE, MATERIALS, OR EQUIPMENT, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER y 3000 GULFBREEZE PARKWAY MISSED CONTRACTOR TO INSTALL SIMPSON HGAM10 W/ (4) 1/4" x 1 1/2" SDS SCREWS AND (5) 1/4" x 2 1/4" TTENS ONE EACH SIDE OF TRUSS. for reimbursement by the Designer/Engineer without advanced UBSTIPERIL OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED T0, THE PERIOD OF TIME BEFORE CONSTRUCTION, DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER notification and Designer/Engineer. FLORIDA 32563 approval by the Designer/Engia GULFBREEZE NO MORE THAN 10 STRAPS MAY BE SMED 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 Payments will be made in accordance to the terms of the agreement. � MISSED, CONTACT THE FOR FOR SUBSTITUTION. DIVISION LOCATION: CODE REFERENCES ARE SUMMARIES OFF CODE SECTIONS. u PORT ST. LUC I E 5. IF MISSED,.MSTAM36 OR MSTAM40 STRAP IS MISSED R.2ND FL OR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 w/ (26) SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. lob Information: 16d x 2-1/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIM SON HIGHSTRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT EOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD �OCATION3. c MASTER REVISIONS - dtq^� �- REVIEWED FOR DATE DESCRIPTION CODE COMPLIANCE ST. LUCIE COUNTY z M DAc LD i� E BOCC WVw 04 Of Northwest Florida /2l \ . ' ..wo / c 3 J 4) FILE Copy o m UO C!Model Name/ Number: 2000 V Plan Issue Data: Monday, August 10, 2020 Idol KA PROJECT NUMBER: v MCIDEmL 20OU RECEIVED ' 20-537JL S E P 10 2020 m Sheet: of: R ST. Lucie County, Permitting 8 COVER SHEET WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 160 MPH WIND SPEED (ALLOWABLE) 124 MPH EXPOSURE CATEGORY B BUILDING RISK CATEGORY 11 BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS-15FT, AND FOR 2 STORY HOME IS 30FT ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 30 ft EFFECTIVE WIND PRESSURE WIND PRESSURE WIND AREA AND SUCTION (PSF) AND SUCTION (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION DIAGRAM AREA O O (+) 27.5 (+) 27.6 10 (-) 29.9 (-) 37.0 (+) 26.5 (+) 26.5 20 0 28.8 1-) 34.4 s 50 - (+) 24.81 ' (+) 24.8 G) 'G 1.) 27. (-) 31.1 . ®� (+) 23.4 (+) 23.4 100 (-) 25.7 (-) 28.8 DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x 7'-0" 16%0" x 7'-0" O 51.3 (+) 24.3 (+) 23.3 275 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" - END ZONE IS ONLY WAN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. * INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS. 140 MPH OR GREATER AND IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. - BEARING WOOD WALL SCHEDULE BEAM SCHEDULE 160 MPH OPENING PRESSURES ENCLOSED -EXPOSURE B <i O VERIFY W/BUILDER. LOCATION O _ m N 3'-8" 4'-8 �� 8 BBE Y c0 % r A +27.6 / -29.9 B +27.5 / -37.0 STUD CONNECTION &FASTENERS LUMBER UPLIFT MARK SPACING TOP BOTTOM SPECIES CAP-Wn MARK BEAM SIZE CONNECTIONS NO BW1 16" (2)18d TOENAILS (2) 161 TOENAILS SPF UPLIFT (2).2 x 8 #2 SYP W/ 7/16" CONNECTION: PROVIDE (2) M OSS FLITCH PLATE, NAIL SIMPSON LSTA78 OR (21 SP2 W/ (8) SOd SPI W/ (6}10d SIMPSON HTS20 TO WOOD POST IBW2 16" STUD, (6)10d PLATE STUD (4) 101 PLATE SPF 402 BEAM TOGETHER USING (2) ROWS OF 12tl NAILS 012" OR (2) SIMPSON HETA16 TO CMU BW3 18• (2) SP2 W/ (8)10d (2) SPI W/ (6)10d SPF 803 D.C. TYP EACH SIDE COL. U.N.O.ON ROOF PLAN, STUD 6 led PLATE STUD 4 10d PLATE NO CONNECTION: PROVIDE (2) BW4 161. (2)16d TOENAILS (2) 16d TOENAILS SYP UPLIFT (2)- 2 x 10 #2 SYP W/ 7/18" SIMPSON LSTA24 OR (2) SP2 W/ (8}SOd SPI W/ IB}10d OR (2) I HTS20 TO W000 POST OSe FLITCH PLATE. NAIL COL U.N.O. ON ROOF PLAN. BW5 BEAM TOGETHER USING (2) 16" STUD 8 10d PLATE STUD 4 10d PLATE SYP 439 ROWS OF 12d NAILS @ 12' N. CMU II� O.C. TYP EACH SIDE OR (2) SIMPSON H ROOF (2) SP2 W/ (6) Lod SPI W/ is)-10d STUD18" STUD a 100 PLATE STUD 4 10d PLATE I SYP 878 NO (2)-Zx12#2SYP W/7/18' CONNECTION: PROVIDE (2) BW7 12' (2)16d TOENAILS (2)16d TOENAILS SPF OSS FLITCH PLATE. NAIL SIMPSON LSTA24 OR (2) UPLIFT SIMPSON HTS20 TO WOOD POST BEAM TOGETHER USING (2) BWS SP2 W/ (6}10d SPI W/ (8}SOd ROWS OF 12d NAILS ®12' OR (2) SIMPSON HETA15 TO CMU 12" .STUD, LB)10d PLATE STUD,(4)10d PLATE SPF 935 O.C. TYP EACH SIDE COL. U.N.O. ON ROOF PLAN. (2) SP2 W/ (6)10d SPi W/ (a}10d BW9 12' STUD, (6)10d PLATE STUD. (4) Sod PLATE SPF 1.070 (2➢ -13/4- x 11114" LVL LST PROVIDE (2) 2.0E Po-2600 PSI. NAIL BEAM i`. SIMP30N LSTA24 OR (2) SIMPSON BW10 12" (2) 166 TOENAILS (2)16dTOENAILS SYP 0 TOGETHERUSING(2)Rows M4 SIMPSON HTS20 TO WOOD POST 1/4" x 3 1/2' SOS WOOD OR (2) SIMPSON HETA16 TO CMU BW11 SP2 W/ (6) lod SP1 W/ (6)40d SCREWS 016" O.C. TYP. COL U.N.O.ON ROOF PLAN. 12" STUD, 8 10d PLATE STUD, (4)10d PLATE SYP `•'&'` EACH SIDE: BW12 (21 SP2 W/ (6) IOU SP1w/ (6}10d �" STUD, (6)10d PLATE STUD. (4)10d PLATE SYP u7o (2)-13/4" x11 7/8' LVL BW13 NOTUSED M5 2.0EPoERUSIPSI. NAIL SEAM sMPSONLSTA2R4OOR(2j2) TOGETHER USING (2) ROWS x 31/2- SIDS WOOD SIMPSON HTS20 TO WOOD POST OUBLE 2x TOP PLATER (2) SIMPSON HETA16 TO CMU SCREWS 916" D.C.00TYP. TOP OF. _.. WALL EACH SIDE COL U.N.D. ON ROOF PLAN. SEE PLAN 4' NtAsoNRr waLL OR ICF WALL. SEE PL4N (2) -13/4" x 18" LVL 20E Fir-2600 PSI. NAIL BEAM CONNECTION: PROVIDE 12) 2x STUDS PER TOGETHER USING(2) ROWSOOD SIMPSON LST O TOWOODPOST DOUBLE 2x HEADER PLAN/SCHEDULE M6 SEE FLOOR PLAN FOR ABOVE SCREWS ®16" 0-0- TYP. OR (2) SIMPSON HETA16 TO CMU MIN SIZE. SEE WPo9/33 '.. COL.) SIMPSON FOR CONNECTION INFO EACH SIDE O ROOF PLAN. IF HEADER IS WITHIN WALL INDICATEDFOR '.. UPLIFT CONNECTORS BRG MI TO GENERAL INDICATED IN WT-09 CAN MASONRY WALL GENERAL BEAM NOTES BEIGNORm. CONNECTION INFO 1. VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED 2x MIDSPAN BLOCKING CONNECTORS (MIN. W BEARING EACH END) W/ (2)12d TOENAILS TOP &BOTTOM 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS EACH END FOR WALLS. PER PLAN / S. SEAMS ARE NOTTO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT TALLER THEN 8'-0" SCHEDULE ABOVE .WRITTEN APPROVAL FROM THE E.O.R. F.F. - ' SEE FOUNDATION _ AN FOR MORE COLUMN SCHEDULE 2x P.T.w/ 1/2". A.B ®32" O.C. W/ 7" EMBEDMENT OR 1/2" A.T.R. W/ SIMPSON SET V .. REQ IRESSHEMI ALL MIN. 7" EMBEDMENT PAST STEP DOWN. 'i REQUIRES MIN MARK COLUMN SIZE BASE) COIN. &FASTENER UPUFT(Lb) ALT.: SIMI 1/2" TITEN HD @ 32" O.C. - 7/16' OSB PLYW'O W/ SAME EMBEDMENT W/8d NAILS AT 4*m SEE GENERAL NOTE #8 BRG. WALL DETAIL IN AND EDGE. CS (3) 2 x 4 #2 SPF. (4) -16d TOENAILS 0 GENERAL NOTES ANCHOR*&/2"WEDGE C2 (3) 2 x 4 #2 SPF ANCHOR" & (8)1/4" X 11/2' 2145 1. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED UNO. sos sCREws 2. ALL STRUCTURAL LUMBER TO BE SYP #1 OR SPF #2 UNO ON PLAN. (3) 2 x 4 SYP #1-OR- (4) - i6d TOENAILS 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATEDFil 0 4. SP4. SP6 AND SP8 CONNECTORS CAN BE SUBSTITUTED IN PLACE FOR THE SPI AND - SP2 INDICATED IN SCHEDULE ABOVE OTT2Z / 1/2" WEDGE 5. IF "BW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO IGNORED. SEE • 21.45 .. C4 (4) 2 x 4 SPF #2 ANCH & (8) 1/4" X 1 1/2" WF06/53.1 OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 2nd FLOOR TO SDS EWS - FIRST FLOOR CONNECTIONS (NOTE; THIS IS FOR 2 STORY PROJECTS ONLY) "" G =6665 6. IF "SW" IS INDICATED THE WALL IS CONSIDERED A SHEARWALL AND REQUIRES MIN. C5 4 x 4 P.T.#2 ABU44 W/ 518" ATR U - 2200 7/16" OSB PLYWOOD W/ 8d NAILS AT 4" O.C. IN FIELD AND EDGE TO (1) SIDE OF WALL SYP POST & (12)- 16d NAILS 7. ALL 2x EXTERIOR WALLS W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHE4RWALLS SEE PUN AND WALLS SECTIONS FOR STUD SPACING AND GRADE 6 X 6 P.T. #2 ABU86 W/ 5/8" ATR"* G=12000 S. IF THE BEARING WALL IS INDICATED WITH THE BW3, BW4, BW7, BW10 THESE WALLS ARE ONLY O SYP POST & (12) - led NAILS - U = 2300 " SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOE NAILED TO THE PLATE AND THE 2x PLATE CAN REATTACHED WITH HARD CASED NAILS (DUN NAILS) AND WILL 8 x 8 P T. #2 ABU89 w/ (2) - 5/8". ATR** G 24335 NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE 67 9. SPI/SP2-DRIVE ONE NAIL AT AN ANGLE THROUGH THE STUD INTO THE PLATE TO ACHIEVE THE SYP POST & (18J - 16d NAILS U - 2320 TABLE LOAD. lock 0.148" CIA. x3' LONG 3.5 z 3.5 P.L HDUS-SD52.5 W/114)1/4" x DS 1.># Fb-2400 PSI 21/2" SOS WS & 5/8" EPDXY 5645 HEADER SCHEDULE (WOLMANIZEDIFEXT.) ANCHOR: OR ATR*• / ( )1/4• x Q3.6 x 5.25 P.L. HDUSSDS2.5W 14 1.8E Po-2400 PSI 2 1/2" SOS WS & 5/8' EXOPY 5845 f0 WOLMMHIED IF EX!_ ANCHOR, OR ATR*'" r 3.5 x 7 NRZ H ANCHOR, MARK HEADER SIZE REMARKS O .5 TR (20)1/4" x c10 isE Po�400 PSI 21/2" SOS WS & 7/6" EPDXY 6s7o H1 (2) - 2X6 #2 SYP SEE GENERAL HEADER NOTE #5 (WOLMANIZED IF EXT.) ANCHOR OR ATR*"• W/ 1/7 FLITCH PLATE THIS SHEET x 5.25 F.L. HDU8SDS2.5 W/ (20) 114" z El1.8E Po=2400 PSI 21/2' BOB WS & 7/8' EPDXY ` 787o. }12 (2) - 2XS #2 SYP SEE GENERAL HEADER NOTE #5 (WOLMANIZED IF EXT.) ANCHOR, OR ATR*"" W/ 1/2" FLITCH PLATE THIS SHEET 7 x 7 P.L. HDUSSD82.5 w/ (20)1/4" x 1.8E F5Q400 PSI 21/2• sos ws & 7/a" EPDXY H3 (2) - 2X10 #2 SYP SEE GENERAL HEADER NOTE #5 C12 WOLMANIZED IF 19cTJ ANCHOR OR ATR**+ 7870 W/ 1/2 FLRCH PLATE THIS SHEET OGENERAL COLUMN NOTES (2) - 2X12 #2 SYP SEE GENERAL HEADER NOTE #5 H4 1. SEE FLOOR PLAN FOR WALLWIDTH. STUD PACKS TO MATCH WALL WIDTH UNO. W/ 1/2" FLITCH PLATE THIS SHEET 2. ALL STRUCTURAL LUMBER TO BE SYP #1. OR SPF #2 UNO ON PLAN. 3. NAIL BUILT UP STUDS PER DETAIL WF37/s3 (3).-13/4"X 111/4 ATTACH TOGETHER W/(2)ROW5.1/4"X 31/2' 4. MINIMUM BOLT EMBEDMENT: Hb LVL 2.0E Fb=2600 PSI sos wD scREws ts• D.C. TYP. EACH SIDE e" EEMMBED�MAENT FOR 5/2" ATRrn H6 (2) - 1 3/4" X 91/4 ATTACH TOGETHER W/ (3) ROWS 1/4" X 31Q' 8" EMBEDMENT FOR 7/8" ATR LVL 2.0E Fb=2600 PSI SDS WD SCREWS 16" O.C. TYP. EACH SIDE 5. IF CC] COLUMN IS INDICATED ON SECOND FLOOR, THE BASE CONNECTION IS NOT REQUIRED. (SEE INDICATED CALL OUT ON PLAN FOR ATTACHMENT HEADER SUPPORT NO. OF JACKS & 6, SEE WOOD CONSTRUCTION NOTE #4 ON COVER SHEET FOR CORROSION INFORMATION '.. STUDS REQ. AT OPENINGS 7. SAME NOMINALSIZE PARALLAM COLUMNS (1.81) MAY BE SUBSTITUTED FOR ANY .. P.T. SYP POST NOTED IN THE PLANS OPENING 2x4 WALL 2x6 OR 2x8 WALL SIZE JAOKS V NGS JACKS KINGS COMMON NAIL vs. PNEUMATIC GUN NAILS: EA. END EA. END FA. END EA. END COMMON NAIL CIA. / LENGTH PNEUMARC GUN COMMON vs. GUN APPLICATION 1'-0"-3•-11•' (1) (2) (l) 12) NAIL CIA. -LENGTH NAIL SPACING ad 0.131" X 2 %' 0.131" X 21h' SEE PUN RING SHEATHING 4'-0" • 9'-0" (2) (3) (2) (2) SHANK ON ROOF ROOF & WALLS 10d OR 3?A - 0.148" X 3" 0,131' X 3' SEE PUN BLOCKING & TOE . (3) (4) (3) (4) 0.148"X 344'0.131"X 3'A' NAILS PLATE 12d 0.148" X 3 X4" OASI' X 3 3f" 8" 0_C.(COMMON) STUD WALL GENERAL HEADER NOTES 6"O.C.GUNNA CORNERS 10d 0.148-X 3• 0.131"X3" 8"0.C.(COMMON) STUD PACK 1. VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED 6' O.C.(GUN NAIL COLUMNS 2. IF HEADER IS ON THE let FLOOR SEE PLAN FOR BEARING WALL TYPE AND 16d 0.162" X 31W 0;131" X 3 bA" (2)16C(COMMON) SEE PLAN FOLLOW INSTRUCTIONS WITHIN BEARING WALL SCHEDULE FOR REQUIRED 13) S6D (GUN NAILS) CORRECTIONS UNO ON PLAN 3. IF HEADER IS ON THE 2nd FLOOR BEE 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. ' PATIO 14' 0"X 10' 0" m v m Q c y v c € 3 m x O 3 � ro c T 6 3 v o g w 0 il ,E' E g v x s • R. „ c �i 'S o � m E t K O ro �; c 'a _ '°m c 3 a m o N � a a ' $ N v Ix o ro ro © +26.5 / -28.8 O +26.5 / -34.4 �. +24.8 / -27.1 O +24.8 / 31.1 21'-0" 14'-0" ® +24.3 / -27.5 O +23.3 / -26.0 5'd" T-0" T-0" 5 „ 9'-4" NOTE: 1. WIND SPEED LISTED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE APE 'ALLOWABLE" PRESSURES O ©' 25 SH O © © '`�./ 25 SH 25 SH DBL 25 SH 2868 EGRESS 2,-0„ T-� 24'-6" WALL LEGEND FRAMED WALL 4 0P - EGRESS '-14'-2" _ BEARING FRAME WALL ----� ALL 2X EXTERIOR WALLS W/EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE ACT AS SHEARWALLS. SEE PLAN AND WALL SECTIONS FOR STUD SPACING AND GRADE. MASTER B DE ROOM VAULT CEILING _ - _ - _ _P e p xi I`' 3- SLOPE - W 3068 ,.: _ _ _ - � I I " I I,A,I^ I VAULT ` I N I 14'-2" 4'-0" _ - _ - _ ___.. i. Z\"\�`11lllelf i -' m ^ O .y NOOK VAULT CLG. Q.T. _ -. - __ _ - _ - _ - _ - _ -_. _ _ - _ s _ __.___-_..-___.__ ._.-_.. __. _...______ .._., 4 7 -10" N MASONRY WALL `f f (( \\\\®\`jagkOWN r� Q'•.-•"E" •,' �N ` V < 7 6� 1 Q i (� � `O S is •* �'"a' � \ppt - ✓jf E SS ij� f�Phfl(H4ltt"\\\ C 0 - _ _ __ _-___ , , ' ' t to _ i O $ , i V, O _ ' , ,. , � ' . _ _ _ _ _ •' T- '1, , : � ,, GREAT p I �' VAULT CLG. 3,-6. - , z vai 36" FLAT BAR rn - TOP ON 3416" w O ' WALL. W/ 12" 0 3 „ O.H. , w , i. Z Y w m 9 _g KITCHEN 10'�0"FLAT CLG. ro0 REF. ryb _ _ _ _ _ _ _ _ 1, �+ - �"" ''' 5'-5" 12'-2" GENERAL NOTES 1. R302.5.1 Door FTOm garage Into house must be B honeycml3/8"solid wood door, solid rated honeycomb steel door, or 20 Minute fire rated door. 2. Bathroom exhaust fans must vent to the exterior of the building, exhaust to attic space and soffits is not acceptable. Ventilation shall be permitted to exit through the soffit If solid SOffIC Is installed 5'-0" on each Side Of the venting. 3. R302.6 The garage shall be separated from the resioence and it's attic by not Less than 1/2-inch (12.7mm) gypsum board applied to the garage side. Garage beneath rooms shall be separated from all habitable rooms above by not less than 5/8 inch type X gypsum board s equivalent. the Where the ctu er sup o i fl the a pa assembly, the the Separation structure supporting the separation shall also Protected by not less than 1/2 inch (12.7mm) gypsum board or equivalent. 4. R312.2.1 Window sills Indwelling units, where the Opahing of an Operable window IS located more than 72 Inches (1829 mm) above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 Inches whit mm) above the finished floor g the room h Which the window is located- Glazing between the floor and 24 inches (610 mm) shall be fixed or have openings through which a 4-Inch(102 mm) sphere cannot pass. 5. shower of All areas a within 2'-0" a doors and In shower or tub areas will be safety tempered glass. 6. Calling for exterior entries and covered porches to have 7/16". span rated OSB nailed per zone on roof diagram nailing schedule or 5/6" COX. 1X T&G acceptable for substitution. 7. EC: R402.2.4 Access URconditloned spaces (e.g from crawl spaces) nditioned spaces o Shall be weatherstripped and Insulated to a level equivalent to the insulation on the surrounding SUIfaCBS. 8. Laundry Note: (Unless noted otherwise) Provide dryer VSM thN roof max. Ig[. 35'-0", Washer &drys! units (washer unit to be always on left side when facing units) hanSon box @ 36' aff 9. Callings for exterior entries and covered porches to be 7/16" OSB On Underside Of roof trusses shall be attached to all framing members with a blocking provided at perimeter. The OSB shall be attached w/ Sd nails at 6" O.C, field and 4" O.C. at es or 7d screw shank 3" O.C. field and 4" edges. Vinyl ceiling to be attaches to OSB per manufacturer specifications REVIEWED FOBi CO�E./+QRAPI'IL �.If'*E L Pilaf 4s CODE COMPLIANCE �+ COUNTY ST" L.UCIE COUN 1 Y BVCC FILE COPY „c... R SH / 8 j �U T N VAULT y » g m 'g g e p; F sE w 8g gg _ y c " 5 9 D P 5 m m Vie$„� g a;, �, m t; 9 B.1 g g ®p g L° � N „+ tp 'Op0 ,..I pL W N cc r m (B m d ,�, 8 °' d; o, 6 _ � � x Z '� Z O C ' o Z N 'e d i M . 3 w G 9 W O 0 w WWW.POSENe.COM ❑ ❑ ❑ _ _ _ _ _ _ _ R SH / w w w litO S-2 x A ,y S y In N O � " '-' �' 2'-0" 10'-11" °P _ - _ _ M 2868 3'-6" - I ri fV - n 4'-4" 5'-10" N DOOR, PER - ACCESSIBILITY CODE ° DINING 10'-0 FLAT CLG. �. I''1 � •` o ,, PROVIDE PLATFORM , FORHVACUNIT ° ` VERIFY SIZE W/ MFGR ;,� +r4 - v 5N �O 3 $ 4 2 • _ _ _ _ I W H i,, D DRYER R00 £ `� --_' MAX LGT3 o 1.1 - - �) o N r „ LAU N `! W , " ' " = 2868 T•9" - � N N ..,, ' _ T-6" ROOM S VAULT CEILING (r, i+i .i 00 C2 o -- - - - - - _ 2668 R/sf. _ - _4 N R/S �" 26��� � 6'-5" Or `!' Z Z g rygg Q y a - N n' Z � 4� Tn ro (D w C ri m �U Q W c d N F J R (� E w a O r rr d Q to bO Aiiii 4� 8 �I (�I Ln w VAULT • - - F.G. SHWR o W a "` 5 9" •j'-. # + Al r � .. Y Q�� :-, B EL) R00 M 2 •-{ VAULT CEILING 12•-r' vr7�� w x W lit ' '' -`" NOTE: BUILDER TO PROVIDE APPLIANCE PROTECTION IF REQUIRED BY MUNICIPALITY. ISEESH 4 FOR D AILS HANSON BOX 36" AFF 11'3" 1 ID�MII~I�111111�0��� FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 4111, -------------- R ON -- ----------------1------ ATTIC ACCESS LOCATE IN FIELD 22" X 36" MIN ' ' --------' G.T. - -- WF.1 S3 ------ FOYER. 2668 VAULT CLG. BW2 I.I -3 °° 3'-7" - S-3 - _I.I _ 3068 VAULT CLG - w/ T ANS ABV• EGR IS PER ELEVATION 4'-1" 1'•9" 6'-10" � 503 1v. 8F2 (dDp--------- W S-1 ;t ENTRY 2668 - - -_ 2668 BEAM BM1 81 ex8 PILASTER 2 PLACES TYP. W S'3 6'-4" 12'-8" ° 8'-7" DIVISION LOCATION: wZ o ~ R/S o PORT ST. LUCIE Job Information; 0 I- 7 ZLn W \\ _ c O � •' o V m m � LIT J W � o u) LL W CEILING N 39'8 ------ , L i o BEDROOM 3 o 8'-0" CEILING :+ " HOSE ; , S12 N Model Name/ Number: BIBB s-2 O ; B B EGRESS EGRESS 2000 p AREA CALCULATIONS TT PlanlssueDate: - 16' X 7' OVERHEAD DO a c m s 020 MODday, Augu t 10, 2 25 SH 25 SH 1st FLOOR 2004 S.F. � KA PROJECT NUMBER: 16'-0" 1'-10" 5'E" 1' S" 5'-6" FLOOR PLAN TOTAL LIVING (AC) 2004 S.F- 20-5371 19,$„ 6.4- 12'-8" SCALE: ELEVATION"All 0" >, m cQi 1/4" =1' GARAGE 483 S.F. COVERED ENTRY (BASE) 45 S.F. Sheet: Of 38' 8 COVERED PATIO/LANAI 8 FLOOR PLAN TOTAL AREA UNDER ROOF 2532 S.F. ® s (*) SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION (") SLOPE MAY VARY 24" MAXIMUM DEPTH. IF GREATER THAN 24" CONTACT FOR OR REFERENCE FMASW FOR STEM WALL OPTION GENERAL FOUNDATION NOTES UNLESS NOTED OTHERWISE 1 PR L4 2 4" OF CO POF BA 3 • DO 4 CO RECESSING 5 LAID. 6 NO VIDE MIN. 6 MIL APPROVED VAPOR BARRIER. ALL JOINTS TO BE ED MIN. W AND SEALED. PSI SLAB W/ 8X810/10 W W F, MINIMUM .75 LBS BER PER CUBIC YARD FIBERMESH/FlBERMIXADDED TO THE IBE CUBIC CRETEI IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND NER-284 FIBERMESH OR NER-414 FOR RBERMIX, OVER 6 MIL VISQUEEN VAPOR RIER &TREATED FOR TERMITES. INDICATES FlLLED CELL W/3000 P$I CONC. FROM FIR. TO W/ (1) #5 REBAR GRADE 40 U.N.O. TYPICALABV.SLAB. HOOKEDFTC LS 17" EMBEDMENT W/ 25" EXT. ABOVE 3U18. SUET W/ MANUF. SPECIFICATIONS PRIOR TO POURINGOR DOOR SILLS OR SLIDING GLASS DOOR SILLS. RI OR ON PLAN.$HALL SLOPE 1/12" PERFOOTAWAYFROM HOUSE LAN. WOOD STAKES PERMITTED IN FOUNDATION. REINF. GRADE SEE PLAN PP f • • *'J• >"'- v +p 16" (2) #5 REBAR BEARING _, 8.. OPTIONAL CURB FOR �i. VARIES F.F. MASONRY @ ELEV. 0 -0" j 7 1;, - — - - — W/ (1) - #5 BAR CONTI i ' ` ' ' ' - " "'- *' 2STORY: 20" X 20" REINF. W 3 - #5 CON.B SEE PLAN, rd I (2) # 5 REBAR 16° FM01 SINGBLABS LE STORY FTG 1/2"=1'-G" FM02 SECTION @ GARAGE 1/2"=1'-0" 7 PENDING DOWN, SITE CONDITIONS, FOUNDATION MAY HAVE TO SE STEPPED G.�. TO DETERMINE STEP LOCATIONS IF REQUIRED. REINF. SEE PLAN ^-F f 8 ALL FOOTING SHALL BE MIN 12" BELOW GRADE 9 MASON THROUGH TO COORDINATE WITH BUILDER ANY ELECTRICAL REQUIREMENT SLAB m 10 PROVIDE 4" STEPDOWN TO SIDEWALK FROM ENTRY 8" (1) #5 REBAR CONT. 11 AS�UMED 20 RE ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 0 PSF SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION UIREMENTS 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 = 1'-O" FOUNDATION DR( ON ONTH BE DESIGN. SOIL TO BE COMPACTED TO AT LEAST. 95%OF MAX. DENSITY AS DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR) IN NOTTOEXCEEDINGELNTHE FOUNDATION SIZES INDICATED THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL FOUNDATION ING CAPACITY OF 2000PSF. FM03 THICKENED EDGE 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 OFGARAGE DOOR. EXTEND 5" BEYOND F.O.M. EACH END, TYP. GAR FIN. FLR. FOOTING SCHEDULE MARK. SIZE DEPTH GRAVITY CAP. Ibst � y � q.0 1-0" X CONT. 1'-0' 2 05 E.W. SOT. 2000 •' ( ALIGN DRIVE W/ BOTTOM OF RECESS & PITCH DRIVE R •' 2 STORY: 20" X 20" 4" CONC. DRIVE W/ 1/2" EXP W/ 3 - #5 CONE 2-0" X T-0^ 1'-0" 3 #5 E.W. SOL 7200 F O F2.5 z G" X 2'-0' r-o^ 3 #5 E.W. eor. aaoao F3.0 3'-0" X W0" 1'-0' 4 #5 E.W. SOT. 15500 JOINTS 10" O.C. TYP. 16" (2) #5 REBAR', =1'0° FM09 I SECTION @ GAR. DOOR 1/2"=1'0" 3A"X3•-a" V-0" 4#5 E.W. DOT. 21500 r3,fi F4.q 4'-0" X 4:'-0" V 0" 5 05 E.W. ROT. 28000 4-IS' X 4'-6' 1'-4' 5 #5 E.W. SOT. 34500 F4.6 5' . X 5.-0. 1'-4- 6 #5 E.W. BOT. 42500 f5.0 61b" X6'-0° V-4" 7.#5 E.W. SOT. 61500 r6.0 SEE PLAN 8" 4" =1'-0" FM12 I STEP DOWN NON-BRG. 1/2"=V-O" LEGEND - INDICATES SINGLE -STORY FOOTING ® - INDICATES TWOSTORY FOOTING - INDICATES PAD FOOTING SEE PLAN OPTIONAL CURB SLOPED GROUT a SEE PLAN OR MASONRY AT TO DRAIN 4"x 4"x 16" o TYP. SEC. BA ELEV R WITH CURB (1) #5 BAR CONE. So (G.C. VERIFY) -I I z � ��.-EINF. M m ,, ° ^, F.F.FF, _ _ • (SEE PLAN) �Ic- - 2 45 CONT. INSTALL LINING '�- ' 2 #5 BENT BARS W/ MATERIALS PER ,• w N MIN. 25" LAP SPLICE FBC-R P2709.2 MUDDED FLR. 16" SLOPED TO DRAIN MIN. FM14 I SECTION @ RECESS SHOWER 1/2"=1-0" FIVI TIP. STEP FTG. DETAIL 1/2' 1'-0` ALTERNATE: REINF. THE REINF. BARS SHALL BE GRADE. SEE PLAN CONTINUOUS AROUND CORNER #5 CONT REINF. BY COLD BENDING THE BAR WITH SEE FND. FOR MIN. BAR LAP OF 25" QUANTITY 45 X 25" X 25" p c� CORNER BAR ONE N -E FOR EA. HORIZ. C4 " REBAR, TYP: U.N.O. (2)#5 REBAR. 16" A/C CHASE •: 4" PVC SLEEVE 2 STORY: 20" X 10" THRU FOOTING W/(3)-#5CONT. FM19 TYP. CORNER BAR DETAIL 1 14/2"=v-D" FM23 TYP. FND PENETRATION 1/2"=1.,-0. STEMWALL SCHEDULE FOOTING DIMENSION MAXIMUM STEMWALL NUMBER/SIZE OF BARS LAT. F.C. SPACING (O.C.) HEIGHT (h) d 1 STORY d 2 STORY b 1 STORY b 2 STORY IN STEM WALL 0'-0"-2'-0" 8" 10. 16" 20" W/ (2) #5 BARS 61S" >2'-0"-3'-4" 10" 10" 20" 24" W/ (3) #5 BARS 674# 5'-4" >3'-4"•4'-0" 12" 12" 32". 32" W/(4)#5 BARS 845# 4'-0" >4'-0" - 5'-4" 16" 16" q8" bg" W/ (5) #5 BARS CONT' 1162# 2'B" & #5 @ 18" O.C. TRANSV. SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB LEVEL NOTES: 1. VERTICAL REINF. IN SOLID GROUTED CELLS AT ALL CORNERS, JAMBS, WALL p� INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SEE CHART ABV. -MAX. F.C. ° SPACING STATED IN SCHEDULE SPACING (D.C.) 6A„; 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND W.W.M. TO BE TIED TO #5 �vERT. F.C. ABV. PON. WALL WHEN STEM WALL EXCEEDS 4'•0" FIBERMESH CAN NOT BE USED AND C O#B HORZ, CONT, TIED TO PER PLAN SPACING #4 TURN BARS ARE REQUIRED @ EACH FILLED CELL LOCATION. EACH BAR TO EA: VERTICAL REINF. BAR E NOTE TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB/ STEM #4 TURN BAR ® STEM #e 3. IF STEM IS REQ'D TO BE HIGHER CONTACT ENGINEER OF RECORD PRIOR TO WALLS GREATER THAN CONSTRUCTION FOR MORE INFORMATION a') # " +° 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN UNEVEN BACK CUNT. TIED TO • FILLING IS TAKING PLACE EA V TICALHORIZ EA. VERTICAL REINF. Y � " V � C 5. #5 HORIZONTAL CORNER BARS WITH 4'-0" LEGS IN KNOCKOUT BLOCK @ 16" FIN GRADE 8" MIN. - -• - h * O.C. VERTICAL. GROUTED SOLID WHEN STEM WALL IS GREATER THAN W-0" TO TOP OF STRIP FTG. ,i „ ;; 16l. , .¢: • ' ` __ ,C * TALL (TYPICAL ALL CORNERS) " 6. IF STEMWALL IS WITHIN 5'-0" OF POOL OR WATER FEATURE FOUNDATIONS COMPACTED CLEAN FILL • .m,,"' IN MAX 12" uFrs 7. ALL STEM WALLS GREATER THAN (4) COURSES SHALL BE FULLY GROUTED. STRIP FIG. W/ QTY OF REINF. PER SCHEDULE "MIN. COVER *SEE NOTE 5 d b S. R.403.1.4 MINIMUN DEPTH: ALL EXTERIOR FOOTINGS (BOTTOM) SHALL BE (3 SHOWN) PLACED AT LEAST 12" BELOW THE UNDISTURBED GROUND SURFACE. 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'-0- TALL FMASW I STEM WALL SCHEDULE NT3 - rLUIVIDII)JU h(IJCh( ZD IIII 0 0 ----------------- ------------ , I , , I FMO3 38' 8" L) 21' 0" 1 14' 0" 1 3, 8" i 1' 10" 3110. 3' 2" 3' 10" 3' 6" 3' 10" X 4" 3' 8" 2' 4" 7' 0" 4' 4" VERIFY LOCATION :,,`, W/ BUILDER ';` : O : •',5 --- STEP D WN __ _______ ---------------- ------------------------------------------------ ----------- ------------- ' FM01 FM01 � 0 V p- — i-i. ii Zailr 111i i r �Zby ' PROVIDE ELECTRICAL & PLUMBING SERVICE THRU SLAB @ ISLAND LOCATION (REFER TO FLOOR) Q� PROVIDE CHASE FOR HVAC UNIT !� ffAA��� B" X 4^ AN FOUNDATION PLAN SCALE: 1/4" =1'-0" ELEVATION "A" 0 0 TYP. @ CORNERS BIBB O i� ;o a0 iv) R4 e G � 1 00 , 00 ac Dom i 0=�w� • ii'i m m R 4 4 W CL g a ¢ 1'Z. o ct 0 &¢ R!8 "5 om■�mm° C 00p U ■, s- m . �ZN dga s EE�Q o �$N 8 e� O � o = WWW:FUSENG.COM 000 z 8 - o z N c Z Q � a ti N z ry Ln m � w Q V — Aw O W� (0 ' S U ENE Cf0 d'�O N � Q N Oa 4'lo DAMS HOMES uaai� I FLORIDA CONTRACTORS LICENSE NO. CRC1330146 00 a>> 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 DIVISION LOCATION: PORT ST. LUCIE Job Information: N N ® (/� ■`E COP" m n 6 `v 9 Z L0 i1f W 0) `` 65(Yj La 07 '040 6) J z CO a s s ® .J LLI ::D v o JI�Cn(n � U_ w � m N V Model Name / fJumber. 2000 Issue Date: oPlan Monday, August 10, 2020 a 2 0 KA PROJECT NUMBER: s 20-!5371 a � Sheet: 4P'y Of: ~ Ir4! tco o FOUNDATION PLAN U LOAD CALCULATIONS COOLING GREATER THAN HEATING GENERAL LIGHTING & RECEPTACLES 3 WATTS PER SQUARE FOOT OF LIVING (THIS FORMULA ALLOWS FOR CEILING FAN CIRCUITS) S.F. LIVING = 2,OD4 x 3 6012 APPLIANCE CIRCUITS RANGE 8500 OVEN NONE MICRO / HOOD 1000 WATER HEATER 4500 WHIRL POOL 1250 WASHER 1500 DRYER 5000 DISHWASHER 1500 DISPOSAL 600 SMALL APPLIANCE CIRCUITS (3) 4500 BATH FANS 100 WATTS EACH 300 GEN LIGHT'G & RECEPT. + APP. CIR. = 34,562 SUBTRACT 100 % OF FIRST 10,000 10,000 A= 24,562 HVAC CIRCUITS A/C ( AIR HANDLER & COMP.) 10,000EACH A/C ( AUXILIARY HEAT STRIP) 10,000EACH B= 20,000 CIRCUIT CALCULATIONS FIRST 10,000 AMPS @ 100% = 10,000 + 40% OF "A" = (.40 x 24,562) = 9,825 + 100% OF "B" = (20,000) = 20,000. TOTAL WATTAGE = 39,825 WATTS DIVIDED BY 240 = AMPS CALCULATED SERVICE AMPS = 166 ASSUMED EDGE OF WALL Q `0 2x6 WALL (FLOOR TO CEILING) USE 2 RED HEADS TO ANCHOR WALL FN124.1 ALTERNATIVE PROTECTION BARRIER N.T.s. W U w BIBB 990 ELECTRICAL PLAN SCALE: 1/4" = V-O" ELEVATION "All 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 R314.1 AND LISTED IN ACCORDANCE WITH UL 217 6. PROVIDE AFCIs (ARC FAULT INTERRUPTERS) COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT IN ALL DWELLING UNIT PER 6th EDITION FBCR E3902.16 ALL 15 AND 20 AMP BRANCH CIRCUITS ARE REQUIRED TO BE ARC FAULT PROTECTED. 7. CARBON MONOXIDE PROTECTION: CARBON MONOXIDE ALARMS OR DETECTORS SHALL BE INSTALLED INALL DWELLING UNITS IN ACCORDANCE WITH NFPA 70-14. SUCH DEVISES SHALL BE LISTED BY THE APPROPRIATE STANDARD, EITHER ANSI/UL 2034, STANDARD FOR SINGLE AND. MULTIPLE STATION CO ALARMS OR UL 2075, GAS AND VAPOR DETECTOR SENSOR, ACCORDING TO THE INSTALLATION. S. 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 T0. 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 Bth 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 $DM DIMMER SWITCH FLUORESCENT LIGHTING CEILING MOUNTED FIXTURE0 n_U n TRACK LIGHTING SCOUNCE ( WALL MOUNTED) FIXTURE 110 VOLT DUPLEX OUTLET G CEILING FAN 110 VOLT SPLIT SWITCHED OUTLET ' tv GROUND FAULT INTERRUPT y 'i DOOR BELL CHIMES ( WIP WATER PROOF W/ GROUND FAULT v 220 VOLT OUTLET @-- DOOR BELL It SPECIAL SERVICES OUTLET D0 P DISPOSAL TV❑ T.V. CABLE OUTLET DISCONNECT SWITCH TELEPHONE CABLE OUTLET SP PREWIRE SPEAKER RECESSED LIGHTING' J JUNCTION BOX Wp WATER PROOF RECESSED LIGHTING O THERMOSTAT ® BATH FAN O LOW VOLTAGE LIGHTING BATH FAN W/ LIGHT 1 C REVNI€WED"R 99PD&SOW .IANCE ® L:E,D, DISC LIGHT e%-r 1 PWSWMT1@F11 I9R TV OPTIONAL OVERHEAD SERVICE VERIFY FINAL AMPS NEEDED SAME AS UNDERGROUND WITH ELECTRICALCONTRA OR 200 AMP SERVICE 200 = 2/0 COPPER 4/OALUMN. IN 2" CONDUIT METER MAIN UNDERGROUND SERVICE BYE POWER COMPANY INTERSYSTEM BONDING TERMINATION a00 AMP A/C DISCONNECT #14 COPPER TO LIGHTS AND OUTLETS TYP ELECTRICAL #12 COPPER TO APPLIANCES AND GPI PANEL # 10 COPPER TO WATER HEATER # 8 COPPER TO RANGE #8TOHVAC �---#q GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER a) APPROVED GROUNDING ROD W/ MIN. S DEPTH b) BONDED TO CONTINUOUS FOOTING STEEL ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIALAND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS AS STATED ON STRUCTURAL NOTES SHEET LOCAL CODES AND THE LOCAL POWER CO. k w N w z 1 '..III PQ O. � ro a g I1' n$'N°'$ w 0mmm8 y Uj Rg- �= z o rc§e 5 m m dP L ZN d a „99 0 q w p N RS WWWPD30YG.00M ❑ ❑ ❑ z z o z n z ¢ N a ri — In Z iV aQ 10 W 9 0 owe r c ry� () N E ¢ c%I cu IFLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 PORT ST. LUCIE I I� 0 FILE COPY z �LO LO Lv O m N O y z F— U m J a 0 _I LU Jmtncn v "'" o ♦ Model Name / Number: 2000 VF Plan Issue Date: Monday, August 10, 2020 IVI KA PROJECT NUMBER: x 20-5371 Sheet: /E Ofi •01i 'LT.L N ELECTRICAL PLAN TOP OF BLOCK O 00 a0 EO 25 SH - — FIN. FLR. — - OF BLOCK FIN. FLR — DBL 25 SH 48' OFF RIDGE VENT OFF RIDGE VEM 0 W _l TOP OF BLOCK — TH RAISED CEMENTITIOUS BANDS w/.2'-0" RETURNS FlN. FLR- ■ 25 SH 25 SH 25 SH 2868 DOOR LITE TEXTURED DECORATIVE DOOR STYLE MAY VARY CEMENTITIOUS COATING REFER TO SPECIFICATIONS REAR ELEVATION SCALE: 1/4"=V-0" j 48" OFF FUDGE VENT \ LITE TEXTURED DECORATIVE CEMENTITIOUS COATING TOP OF BLOCK_ SMOOTH RAISED — CEMENTITIOUS BANDS w/ 2'-0" RETURNS — - _ FIN. FL R. LEFT ELEVATION SCALE: 1/4"=1'-O" LITE TEXTURED DECORATIVE CEMENTITIOUS COATING ?OP OF BLO I IN O 07 TOP OF WINDOW oc Ec 25 SH 5.F. of Area to be vented (SF) 2004 s..f. Total needed for exhaust for upper 1/3 481 net sq inches Total needed for intake.(soffit area, lower) 481 net sq inches Numberof Off Ridge Vents for. upper 1/3.needed 3 LF.of Ridge Vent needed (can oe usedin combo with ORV) 27 Lineal Feet of Soffit needed to meet required 88 Lineal S.F. provided by plan 1 232 TOP OF BLOCK FIN. FLR. RIGHT ELEVATION SCALE: 1/4"=1'-0" 0 eo REVIEWED FOR CODE COMPLIANCE 12 ST. LUCIE COUNTY. 6 BOCC "RAISED BAN - _ - BRG_0 ENTRY _TOP OFOPENING _ SMOOTH RAISED — — EMENTITIOUS BANDS w/ 2'-0" RETURNS _ _ TOP OF BLOCK T.0_W, 11 El Elaoaa Eo 25 SH 25 SH — N. FLR. 16'x7' 32 PANEL SMOOTH RAISED 3068 w/ 16" LITE TEXTURED DECORATIVE OVERHEAD DR. CEMENTITIOUS BANDS TRANS.ABOVE CEMENTITIOUS COATING w/ 2'-0" RETURNS FRONT ELEVATION "A" SCALE:1/4"=1'-0" eo W/y ,•' NSE .. = � G� K a, F06Wr cL _ �,��/ispROFESSIO -� 00 0/fill111110 c c 0 g aas egg p �tiv 8w w ►�. I� r`+ W zx e g g N p X� VgN�Z W 4( 0_ . W D-ww 0_0:a o: - M z � $g � Wy mSo o wg6— f � LL ZN� aka In iMig W 5 o n LD e� i8 m LO z o s zg 10 g 3a � Q y a p- c — 8 to U m N y w ti M � is g� U — S O w c m U E w OrODVs ref r�r� m Q (V o 00 `q W DAMS HOMES FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY a GULFBREEZE, FLORIDA 32563 L n DIVISION LOCATION: PORT ST. LUCIE vVI Job Information: $ FILE COPY .ti n O m a LO � Uj N G1 4> 'a O J W LO Model Name / Number: ti 2000 ZVI Plan Issue Date: Monday, August 10, 2020 eV I KA PROJECT NUMBER: ai 20-5371 a � N Sheet: p Of: �i�i m A ELEVATIONS - A SEE DEf. T603 G.C. TO PRI BLOCKING' W/ APA RE( FOR SPAN 1 7/16" OSB SEE "HIP/R BLOCKING" 20'-0" MAX 20'-0" MAX * * ALTERNATE SPAN RATED 32/16 SHEATHING MAY BE USED (32/16 IS THE SPAN RATING. THE SHEATHING THICKNESS IS 15/32".) IF 15/32" IS USED, THEN THE ALTERNATE BLOCKING IS NOT REQUIRED AT HIP ECTIONS EQ. NJ d W Q CONTINUOUS BOTTOM CHORD ' "X" BRACE SEE BRACING 2 X 4 MIN. SEE DETAIL TB04— )VIDE '0 DETAIL TB01 COMPLY X)MENDATIONS— ATING OF 4 DOE _ — _ DETAIL — — — Q e a w 4 O Q C Q O � � ei 4 a 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. TBOS REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN NTs 4 FT. O '-------------------------------------------------------------- I V 4 Ff. O1 ' 2 I i x ------------------------------------------------- 5 FT. 4 FT. O 5 Ff. 4 FT. O O lO ,.------------------------ -_ ---------- 2s `"`"; 3� 4 FT. f------------------------ O O __ ____,`' I O 4 FT. O O 4-FT O ROOF NAILING ZONE DIAGRAM O NAILATBASE 2ROWS@4"O.C.W/8dCOMMON MAIL ROOF NAILING SCHEDULE: O NAIL AT TOP PLATE TWO ROWS@4"O.C.W/8dCOMMON NAIL NAILING ZONES (SHINGLE AND TILE) O NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL ZONE 1: 8d RING SHANK NAILS @ 9'O.C. ON EDGE AND 6" O.0 IN FIELD O NAIL INT. AT 3" O.C. W/ 8d COMMON NAIL ZONE 2: Sd RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD' ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD O STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 1 Od RING W/8d COMMON NAIL SHANK NAILS) O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER NOTE: W/ 8d COMMON NAILS @ 4" O.C. 7/16" OSS MIN. (SHINGLES) SPAN: RATED24/16 © (2) Bd NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL OR ROOF SHEATHING: (APA RATED EXPOSURE 1) 15/32" OR GREATER MEMBER IF GABLE END COX PLYWOOD (TILE) NOTE: Bd 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 15 ALTERNATE PANEL WALL SYSTEM (PREFAB) ATTACH WALL SHEATHING W/ RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW 16GA x 13/4" 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 EXPOSUREI EXPOSURE 1 BEYOND SHEATHING SHEATHING PROVIDE BLOCKING AS REQUIRED PER SECTION X•X IF NOT FULL HEIGHT SHEET 2x RIBBON y VERTICAL OR BLOCKING BETWEEN FLOOR SYSTEM I s _ TI�il4 SINGLE NAIL NAIL EDGE SPACING 1/2" II II II II II SOLID2x ( I II 11 II I BLOCKING @ ALL = i III II -I 11 11. II 1 SHEATHING m III I I IT II II I EDGES (SEE j SECTION X-X) y � III III II II I III UI III OPENING II 11 I I — — — III I II II III III II II 11 111 11 If 11 I II I II II II 2X STUDS w o I I I II I x BEYOND. In III I I If I III II It II I SEE PLAN g � III I I II I II I II II I I 0 111 I I I II I I I 11 11 II I w I —I. — y —I I— JI 1 J 1 HORIZONTAL WA ELEVATION DIAGRAM "S" = NAIL SPACING 2x4 P.T. BASE PLATE BEYOND. SEE PLAN AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ 7/1 B" FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) Sd NAILS (2) 8d NAILS @ 3" O.C. ALTERNATING STAGGERED BLOCKING SEGlOYYYECTIONTI N x-x "CONTRACTOR TO INSTALL EITHER HORIZONTAL OR VERTICAL BLOCKING AS SHOWN. BOTH ARE ADEQUATE ROO = CRITERIA -16"OVER IANG 0 EAVES U.N.O. -12" OVER JANG 0 GABLES U.N.O. SQUARE CUT FASCIA -ROOF PITCH PER. ELEVATION SHINGLE LOADING V-00" TO 12'-0011 KNEE WAL MI nn" nF ^ IAIAI I CONNECTOR SCHEDULE FOR: ADAMS HOMES TRUSS TO BEARING POINT- TRUSS ACTUAL UPLIFT CON NECTORIO C1, C1 B, C1V, C3, C3V, CS, CSV, E2A, ES, E7, E7V, H5, H7, H7V L/R. -325#d, less HUA16/PERTRUSS MFC A02-A15, B01-804, G01 GOS L/R 930#af less HUA16/HUA16 01C,H2 L/R -379#0T 1215 HIOA/PERTRUSS MFG :'403 L/R ,-434 #AG�k4%,.- H10A/H10A :771JApS, A36 ", ,1./R„- ( -2SSL#CV)&66; (2)HETA36/(2)HEfA16 ACTURER: PROBUILD GHT & M = MI DOLE BEARING: wA . CONNECTORUPLIFT FASTiAERS NOTES DESIGN RATING 18109 (9)10d x 1-1/2" (9)10d x 1-1/2" t 1810#/ 1830# (9) 10d x 1 1/2 (8)Ed TOP PLATE 3040# (9) 10d X 11/2 TRUSS (18) 10d x 1 1/Z 1040#/ 1040# (18)10d x 1 1/2 2365#/ 2365# (10)10d x 1 1/2 (10)10dx 11/2 s�Delxll GEo SIMPSON -CONNECTOR SCHEDULE LISP -CONNECTOR SCHEDULE MARK TYPE CONNECTOR 8 FASTENERS SPF SYP CONNECTOR&FASTENFRS sw SYP OFRAMETO HETA16 W/(9)10d x 112"OR HTA16wl(10)10d x t l/2"OR MASONRY HETA20w/(V0dx11/2" 1810 HTA20w/(10)10dxl 12" 1593 1870 F AMAEMEO H2&Aw/(10)8d NAILS 535 585 RT7Aw/(10)Bd NAILS 515 585 O FRAME TO H10Aw/(18)10dx112" 1015 1040 RT13AW(17)10dxl lrz" 395 1020 FRAME H/0A42 d(1S)10dx112"AT2 PLYTRUSSES 990 1080 RT16.2w/(16)10dx 1 IWAT2 PLYTRUSSES 935 1060 OFRAMETO D MTS12w414)I0dx11/2'(ATEXTERIOR am MTW12M(/4)10dxl 100TEXTERIOR FRAME LOCATION INCLUDE 3112d TOENAILS) LOCATION INCLUDE (912d TOENAILS). 1005 1195 O FRAME TO MGT w1(22)1 DU NAILS AND Me-A.T.R. wl 12- 9990 MUGT15 w/(28)1 Od NAILS AND 51SirAT.R. W/ MASONRY EMBEDMENT W/SIMPSON:SET"EPDXY CBS 12'EMBEDMENTw/ SIMPSON"SET'OXV EP 3390 4485 OFRAME TO HTS20 W112400d x 110017 EXTERIOR HTW20w/(24)10d x 112'(AT EXTERIOR . FRAME LOCATION INCLUDE(3)12d TOENAILS 124S 1310 LOCATION INCLUDE(9)12d TOENAILS 1285 1530 FRAME TO (2)HTS20WA48)10dz11/2'(ATEXTEAIOR 2490 (2} HTW20W/(4g)10d x112'(AT IXTERIOR FRAME LOCATION INCLUDE (8)i2d TOENAILS 2GGS LOCATION INCLUDE( 12d TOENAILS ) 2570 SOBS U HGT-2 wl (18)10tl NAILS AND (2I, We' A.T.R. HUOT2 W (16)10d NAILS AIL (2) We" AT.R. ©MASONRFRAMETY MASONRY w/12" EMBEDMENTw/91MPSON'9ET' 10090 w/17"EMBEOHUGTW/O 7020 9'I90 dj EPoXV PIGT-S FOR 3PCQ "LY)8Ef" EPDXY (HUGT3 FCt3'PLY) i OFRAME TO F3TR W/D9)19-x3"SDS WOOD SCREWS. 3400 RFUS W/(12) W83WOOD SCREWS AND O MASONRY AND (2) 10 x5"TITENHDANCHOR BOLTS 4725 (4)&4"x(PWEDGE-8MT 7100 (11 LGT2 w/ (16) 16d SINKERS R J1 FRAMETO & (7) IN'. 2-1/0 TITEN2 1760 2030 MASONRY 3E):NOTE#6 BELOW c ©fRANISM MASONRY/ (2)LGT2w'P2) led SINKERS&(1') 5500-M 1H"x21/4"TITAN PLY TRUSS 4080-M (2) LUG72 w/(32)16d INKERS&(10) 3100-M 3100-M v 3240-F S770-F 1/4"xS'WEDGE-BOLT2PLY TRUSS 3800-F 4520-F v FRAME OR (28) led SINKERS FOR FRAME (EN OR (32) led SINKERS FOR FRAME (EA) v J3 FRAMETO MASONRY/ (2) LGT3.1124) 114-x W SDS SCREWS &(8)3B'xv'TrTEN PLYTRUS9 4730-M R 1 W70-M30 (2)LUGT3w/(•bQiN"x212' W325 6480-M 706M Y "p 5010-F 6960-F We SCREWS)led FRAME OR S2 16tl SINKERS FOR FRAME A ( ) (E) OR(56)1gtl SINKERS FOR FRAME (EA) SFOR FRAME SINKERS 6480.E ]]10.F � O BEAM TO HU410 OPT HUO110 wl (18) 16d9(10) 1 Od G#2880 HD410 OPT HD41 GF w/W)IEd&(10)10d O#30&0 'N BEAM NAILS WIRES NAILS U#1850 w ©. BEAM TO HLH10 OFT HU0410 w/(16)TITEN 094609 HM10 OPT 110410IF W(20) 1W x y Gp3365 iv MASONRY 1W4 VC 6(10) 1 Od NAILS LMISGO WEDGE -BOLT & (10) 1 Od NAILS U#850 c L2. BEAMTO MASONRY/. HU40 OPT HUC48 w/(6)10d NAI US & G#1540 02)IW X2314"TREN(TO MAS,) G930M HD48 OPT HU46 w/(6)led NAILS & G#1625 G42015 f� UNSO U#1135 (12)1/4"K 23/4'TAPCONS(TO MA9J U#1030 U#850 FRAME OR (12)1Ed & 18) tOd (FOR FRAME) SYP-F SYPJ4 OR (12)1EM & (6)1 W (FOR FRANE) SYP-F sww 'F FRAMETO (2) HETA16 OPT (2) HETA20 7920 1:'LY 1920 (2) HTA1fi OPT (2) HTA20 1870 S MASONRY w/(70)10dx 112'OR 2985 29B5 1?LY w] (10) 10d x i 1/2' OR 2450 v 2-PLYw/(12)1W 2FLY w/ (12) led n HT9M16w/(6)10d NAILS AND (4)1/4"x21/4" WE lit. HTWMt6w/(8)IOd NAILSAND(4) 1/4.03W" 1,45 w FRAMETO T OCRONS WEDGE -BOLT 1225 v O MASONRY OR HTSM20 W(10)lw NAILSAND(4) 14"4!1W S55 1110 HTWMZIw{10)10d NAILSAND(4)1k"xl 3/6" 1j TAPCONS WEDGE -BOLT 1145 1225 0 FRAMETO H108 w/(B)gd x11NAND (2)918"x4" AU 3 MASONRY HO AN HD 780 TITAN 910' OTT2Z W(8) IN'xi 112"SDS WOOD DTB-TZW)(8)7/4"x11/2"W81SWOOD c O MASONRY SCREWS AND(1)IN" B A.T.R. EPDXIED W/ 1836 2145 SCREWS AND(1)1/2" B A.T.R. EPDXIED WI 1510 1835 R SIMPSON'SET"(SEE NOM#4) 81MP90N "9ET'(9EE NOTE #41 E FRAMETO HITS w/(26)led #12°NAILS AND (7)518'9 HTT45w/(26) 1 Sd x2112" NAILS AND (1) >• ® MASONRY A.T.R EPDXIED wl MMPSON'SET" 4375 5090 519.9 A.T.R. EPOMEDW SIMPSON'SET' - 5005 N (SEE NOTE #4 BELOW) (SEE NOTE #4 BELOW) c O FRAMETO HTT4 wl (18) led x212' NAILS AND (1) &8' $ ATA. EPDXIED wl SIMnON'SET" 3640 HTT45 WI (18)18d x21/2" NAILS AND (1) a MASONRY 4236 SAYS A.T.R. EPDXIEDW/SIMPSON"SET' - 4160 (SEE NOTE #4 BELOW) (SEE NOTE #4 BELOW) 5� OFRAME TO FRAME 14709 w/(2A)10d x1 1/2' NAILS 785 910 LUGTt W (23) 6d x112• NAILS 875 1045 0 OFRAMETO HM9KTWI(4)lWxil@'SDSWOOp 760 RTifiM wl (8)lOdx 112"NAILS& m MASONRY SCREWS &(6) 1M'M IN' TAPCONS 760 (4) 1W x I VVTAPCONS 1395 1395 a VGTw/(18)1/4"z9.9O5 WOOD SCREWS& OFRAMETO V MASONRY (1) 51WO AT.R. EPDXIEDW/ SIMPSON'SET" 3565 4940 WI 12' MIN. EMBEDMENT LLN ,q OFRAME TO (2) VGT wl(32) 114"x3"SOS WOOD SCREWS 0 MASONRY &(2) B18" B A.T.R. EPDXIED W/SIMPSON 5170 "SET'wt12" 7185 MIN. EMBEDMENT 9 VOTLW (16)114•l.'Y' SOS WOOD SCREWS & o XO FRAME TO HDLI4S0S2.5 w/ (10) 1/4 WOOD 9285 4585 MUGT75 wl (22) 10d NAILS &HTT45 w/ (18) 4160 FRAME W9 A.T.R SCREWSB(7)6B"$AT.R 10tl NAIL88(1)$l8"B A.T.R. 12)HTT5w/(52)i8d"4112"NAIL88 (2) HU45 W102) IWX212' NAILS g OFRAMETO Y FRAME (i)54S°B A.T.R (SEE NOTE N) 43]5 5090II I &(1) We ATFL(SEE NOTE N) - 5 ' Ti AFNFP41 Cl1N1dF„TOR NOTF4 T R I. TOE NAILS TRUSSESIONS ER, E ALL TRUSS ARE 2. ALL TRUSS TO TRUSS CONNECTION9ARE PROVIDED BY TRUSS MANUFACTURER, U.N.00N PLAN. MIDRIB TRUSS MANUFACTURER, TU U.N.d -q `\\eRuuirNr 0 �! >8 /f Pr �NSE FLO 3 G.C: MAYUSEEITHERSIMPSON M LISP CONNECT' IONS, SEE FRAMING PLAN FOR CONNECTOR CALL OUT, y p_ ((pp QQ 4. FOR SINGLE PLY TRUSSES, SCAB ON FULL HFJGHT SYP #12'xd"TO TRUSS VERTICAL WEB w/(2) ROWS OF 1 Dd NAILS O T O.C. STAGGERED, p N O 1D S. 12"MIN. 0.T.q.EMBEDMENT ®CMU BONG BEAM V.N.D. C 55 a Q � 06 6. SCAB TRUSS CHORD w/4'-9'ix SYP#2(MATCH CHORD LUMBER SIZEI W 12) ROWS; 10d@PFROM END84.O.C. maW ~ y STAGGERED; CENTERATCONNECTOR LOCATIONAS wW MUCHASPOSSIBLE. 1�0 alj JJ JJ ,x �, V� LL LL LL p BCE �.p gBm�t �N�Np a O MINIMALCONNECTORUNO ON FRAMING PLAN1. a 5 Z CONNECTION ATR' O 37O.C,OOF I LOOK TRUSSES GVEFOITOS F()R AYWALLRITRUSSES CF PARALLSUN ON PLANMASONRY 0 Lg� .�$, G, Z CONNECTION DETAIL B132"OC.PR OIRE VERTICALS FORALL FLOOR TRUSSES PARALLELTO MASONRY J, ,x U Zt Q �Z�Z O CONNECTION CTION FOR ALL HIP 3,1 ACK (C MORE INFORMATION yvy ffi a "'+ n m Z S. CONNECTION FOR ALL HIP JACK(CORNER JACK) TO MASONRY WALRSIICF WALL5ILINTELS Y N§ems O ~ 4. DONNECORNER..TCTON O FOR ALL LOCATION RDOESIM BNAOfC ONFLTO OICPTOwffJ1APRICABLE)LAMASONRY AT 32' O.0 '�'AXT 12)AT EACH O,;° �.m ES�y m m J� S. CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARING WOOD WALUBEAMS W/(2)12d TONAILS Spyy @ op E a cl y OMINIMAL CONNECTOR UNO ON FRAMING RAN 2, $ BE •2. 00 (B U 1. CONNECTION FOR JACK TRUSS TO WOOD WALL OR BEAM 0 >_ ° w Ti © MINIMAL CONNECTORUNO ON FRAMING PLAN v 1-¢ "� WWW.FD3ENO.COM 1. CONNECTION FOR ALL TRUSSES TO INTERN)RTEXTERIOR BEARING WOOD WALLSANG/UR BEAMS y 0 W Z m N 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) 101 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 8. FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 TR IF ROOF TRUSS LAYOUT SHOWS SS ID OFRAMER THIS FRALAYOUT 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 FOS. FOR TRUSS BRACING AND ADDITIONAL ROOF INFORMATION SEE SHEET S-4 C.M.U. OR ICF WALL SEE TYP. WALL SECTION 2x4 P.T. FASTEN TO C.M.U. W/ 11/2" LONG. T-NAILS 02'-0" O.C. SECURE 1-CHANNEL @ 12' O.C. rjE�/IEWED F(-: 4 CODE COMPLIANCE' ST. LUCIE COUNT BOCC METAL DRIP EDGE G 2 x SUB -FASCIA ALUM FASCIA O Z O r Z r � — In C4 (' y IF oy o c WO ns w � c J Id � to ow t C) C) IA DAMS HOMES'> u FLORIDA CONTRACTORS LICENSE NO. CRC1330146 3000 GULFBREEZE PARKWAY M GULFBREEZE, FLORIDA 32563 c DIVISION LOCATION: PORT ST. LUCIE N IVI Job Information: It a 8y 11®�� FILE C® v c� r4 LO L LU O ? > LO R b0 4; m 3w U W a M o r J W O m � ,�,^ cn T w N V Model Name /Number: 2000 Plan Issue Date: CONTINUOUS VINYL Monday, August 101 2020 yy 0 KA PROJECT NUMBER: ®G.C. SHALL VERIFY SOFFIT MATERIAL CAPACITY'to RESIST THE DESIGN PRESSURES 0 20-5371 .SPECIFIED FOR COMPONENTS AND CLADDING WIND PRESSURE :2 Sheet' 01 4 71/ R 6/ TRUSS LAYOUT TB13 WALL AND ROOF SHEATHING INSTALLATION AND NAILING SCHEDULES N.T.S. SCALE:1/4"=1 TYPICAL SOFFIT SUPPORT DETAIL 3/4'=J.%O" Al i H� uu f .�Rwi Y & UPLIFT LOADS FOR: 2000 Elev S`f%y►NDARD LINTELS SAS A PLWD APPLIED �NTt, LEfiI�'iH ': CiFtAVtT� +�IjA\�1TY LOAD SAFE UPLIFT UPLIFT LOAD BEAM COMPOSITE LflAti# FIrI+) '# PLF) LOAD (# PLF) (# PLF) 32 PLF 405 PLF 83 PLF 8F16 - 16/ 1T �72 PLF 3624 PLF 465 PLF 8F16 - 113 / 1T 4, 5406 PLE �A68PLF 2362 PLF 97 PLF 8RF14 - 1B / 1T • .4 4'-Ita 6 3 PIE 752 PLF 2707 PLF 465 PLF 8F16 16 / 1T ' a 7'•"'66 PLF .. :1iS PLF 1624 PLF 98 PLF 8F16 16 / 1T TYP. TIE BEAM W/3000 P.S.I. CONC. W/1 #5 REBAR CONT. SIMPSON SP4 W/B) - SOd X 11/2 SP6 OR SP8 FOR 2x8 AND 2xS WALLS DOUBLE 2x TOP PLATE LINTEL BEAMt 1 COURSE LINTEL BLOCK W/ 1 # 5 NONSHEARWALL SEGMENT STANDARD HOOKS SEE GARS MP SI MS05 FOR MORE INFO GROUT,, MIN. 25' LAP (ACI 5301 �'LLL11J1.1?.I_ TYP. FILLED CELL W/3000 TYPICAL SHEARWALL SEGMENT P.S.I. CONC, t W/1 #5 REBAR VERT. AFI SEGMENTS ALL SIST EARING WALL CONSIST OF A FILLED OF SHEARWALL FRAME WALL CELL EACH END WITHOUT AN OPENING BETWEEN. ). .M.U. FILLED CELL: FILL BLH. CELLS WITH 30o0 P.S.I. GROUT ONE #5 da LOCATIONS rANCHORS �C 2 SYP/SPF P.T. W/ SHOWN ON THE FOUNDATION /2" X 8" "1" BOLTS OR CONC. SLAB SEE PLAN AND FLOOR PLAN. /2" X6' EXPANSION FOUNDATION PLAN MIN, LAP 25° (ACI 530) ORS OR (6) 3" X 1/4' FOR MORE INFO ONS OR 7/8" HILT[ TIX-DNI TOPOF SLABS -. — - 2x BASE PLATE SEE - PLAN FOR MORE INFO _ WALL TO N.T.S. MS02 TYPICAL SHEAR WALL SECTION IICTAII MS03FRAME (EXT/BRG/SHEAR) nnnennr DV l nKIKIC/`TIOM #5 REINF. 20" MIN. LAP BAR 130R 414 REINFORCING 7) BAR #S A #AP RPI ICF 25" MI .LAP TBIBBOSM #5 S D. HOOK9W0-°J HOOK #SREINFORCINGBAR Y5.Apv gSri ICFy Cpl IDS SCALE:1"=1'O" "� #6 REINFORCING BAR * GRADE 40 U.N.O. 961 AP SPLICE MS051 REBAR SPLICE DETAIL - GRADE 40 1 NJS. I ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2 x 4 1/4- X 2aA" 12" O.C. 1 2 x e 1/4" X 20W 12, O.C. 2 2 x 8 1/4" X 2a14" 12' D.C. 2 NOTE: TAPCONS TO BE 4" FROM ENDS FASTENING OF WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER. PRECAST m UNITEL i (2) 2JEEN SUC 1/2'BETWFASNM IF DOUBLE 2X NAIIFR IS USED, USE 1/4"X 4 1/2" TAPCONS. SEE OTHER NOTE FOR SPACING REQUIRED MS11 2x BUCK DETAIL 1RM & GROUT SOLID BAR CONT. N.T.S RM85 12" LINTEL DETAIL 3/4"=1'-D" (4) 01 01 2 � O O LINTEL PLAN SCALE:1/4"=1'-0" ELEVATION "AFT AND "CR" GENERAL NOTES 1. AREAS OF BLOCK ASV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2. (1) #5 REBAR IN TIE BEAM iS TO BE CONT. THROUGH OUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. 3. ALL STANDARD LINTELS T0. HAVE MIN. 4" BEARING EA, END ALL RECESSED LINTELS TO HAVE MIN. 8" BEARING EA. END 4. * LINTEL 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 UNTEL AND IS APPROVED WITHOUT ENGINEERING LETTER, IF A SMALLER LINTEL IS INSTALLED CONTACT FOR FOR APPROVAL. 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. GENERAL CONCRETE LINTEL APPROVED LINTELS: CASTE-CRETE, QUALITY PRECAST, LOTTS, PRO-CRETE F = RLLED WITR[ GROUT I U —UNFILLED pE84P ATTW MIN. (1) R Q'D R-RECESSED 1- OF #5 CLEALEA RER D BOTTOM OF LIN OF UNTFI CAVItt � iTOP KNOCK OUT LINTEL LOCK F161B/1T COARSE o 11 tOMINk IQQANTIW ro GROUT OF WIDTH .i #5 REBAR AT MMOM AT OF NOMINAL TOP o LNTS-CAVITY HEIGHT TTOM REINFORCING 75 °ACTUAL PROVIDE] IN UNIT& (VARIES) TYP DF FS IRN� B-NOMINAL WIOIH GPNFRAI_ CONCRETE LINTEL MATFRIAI B C�NFRAI INSTAI 14TION NOTES 1. re precast lintls=3EM psi.1 ProNtlslul mortar hoed end badlalma 2. re prestressed llntaos=BOOOpaI. 2 5hcre filled onto$ esraqulred. 3. gmmed per ASPM C478 rg=: ps1 w/ 3. InatOlkBon of llntN moat comply wah the archRacWrel veld/w e:ructure', drewgMa. 4. maximum 3/8" aggreegqate and 8" to 11°.slump. 4. Ulirdala am mamrteeturte With a-1/2" long honoree at the ends to accommodate 5. ConerateoW "yrnfis(CMU)pw ASTMCww/ wr lcell ralrkming Ord groutm8 mlNmum net area cwnpressVo auenpr=19M pal. 6. All IInteM meet or exceed L/360 Vameal dedee#pn, except lintda 17'4" and 6. Reew per ASTM A816 Grade 60. ongw Wllh a nominal beard of 8" moat or exceed L/180. P,ectree,trig atrand per ASTM MIS Erade 6. Bottom Sad added roberto be locatatl OR #ro worn, M the lintel cavity. T. 270'ow miooft leh. 7. 7/32" diameter wire adrups are W w to the, bottom steel For mechanical anchorap. 7/32 wire pw ASTM A6f0- 8. Ceatlnplececmcretemay De pmvlded Ir campoelte IlnW In Ileu ofcorcrtta S. Modor per ASTM C270 type M or S. masonry oohs. 9. Sofa load ratings tonal on miianel design anwysls per ACI 318 and ACI 53O 10, Reride Prodyct Appmwl W. 155.1 11 The aMerlw Sunapee of Dtlels Installed In ertenor concrete meeonrywalla $hall ha.e a eoadng aaluco applied In eotwtl. v ASTM 0926 erathar approved coahng. 12 Untole loaded elmllanecusly v vwhcal (gravity end uPIRO and horhordOl (Iatwo ONES ahoy! be checked far combine Ion, ngwnh the tondatg aquabor: Applied vedlcel load ANtlied horizontal bed < 1.0 Safe wrt$oal load Safe hwlmntal cad 10701070 8RFBOB/1T BF8.08/1T° Q © O s 090 SRF14-IB/I.T 8P18-1B/1T 'O ' C D O O O O '� SF241B/1T 'O� O 0 0 0 BRF22-113/1T 8F24,18/1T O, O © . 8F28 1B/IT ''O O o O SF32 18/1T HURRICANE ANCHORS REBAR ON BOTH SIDES OF OPENING U.N.O. FIDE KNOCK -OUT fK FOR FIRST PLATE CMU COURSE W SILL 8 FILL SOLE) 1) #S BAR FOR ALL HOW OPENINGS 1O'-6" 0 a , ' A,, a-111111111111 "U" LINTEL W/ SCOOPS CORI GROUT SHALL BE FLUSH IGS SEE GENERAL CONCRETE WITH TOP OF WALL HEDULE FOR REQUIRED EVENT R 10" STD. 90 HOOK 1� HOOK 0 S STD. 90 DEGREE rb ANGLE 3000 P.S.I CONC. W/1 #5 DIA. REBAR w N 1 m9 to N'C U IO c CO '?a LO N 00 re LO g c an a di NN ��LLw� a a z € �I Z Wg ar WTI t o $ tea y1 rR Wwg 0=0XI m S EA@ C Jp 0)aSLL sz F05 fg �S WWW.FDSENC.COM. ❑ ❑ ❑ 5 0 m Z ON _ G L 3 Z N Z Y a v m a c y ri _ � Z 61 0TJG N tx. I E ,V y L O O W O _ V E W t V 3 C y a IN o DAMS HOMES o a � m u FLORIDA CONTRACTORS LICENSE NO. CRC1330145 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 v _ DIVISION LOCATION: PORT ST. LUCIE a, N v m ® Job Information: m o � I FILE COPY ri m m Hm -TYP. BOND BEAM 8'x8"x18"K.O. a o u J C L.O. FIILL EL W/3 00 FILL W/3000 P.5.1. oUj Oy CONC. W/1 #5 DIA. REBAR g \ O O INDICATES FILLED CELL FROM Fro. TO J Ln " M _j 0) L1J a BEAM 1 #5 BAR MIN. IN. t O J L1J ZDto N LO J W VJ V1 N V Model Name /Number: 2000 'TYP. DOWEL 25" MIN. LAP (ACI 530) �.. x Plan Issue Date: Monday, August 10, 2020 KA PROJECT NUMBER: 20-5371 s a Sheet: swim Of, N LINTEL PLAN 2x6 #2 SYP P.T. D W/ (2) Wx5" WEDGEANCHOR D — h N N OVERHEAD SECTIONAL DOOR TRACK W/ 3/8" X 2 1 1/2" STEEL LAG BOLT U W/ WASHER. MIN. 6 PER 8 TRACK TO JAMB. v 0 _ (5) 112" DIA. x 8" 1/2" X 8" A.B. W/2" o N "J" BOLTS WASHERS SET IN € FILLED CELL W/ #5 TYP. FILLED CELL a VERTICAL MIN. 5 PER JAMB. o 3 SECTIONAL OVERHEAD K DOOR `WOOD P.T. #2 I SYP 2"X9' TRIM o 3 o \��\a���`w��RlelltrNnn`,� 2"x6" P.T. WOOD JAMB v O 6• N ®,i 0 to 5 � N• W a DOOR AND CONNECTION PER = `t ' 0 C' a GARAGE DOOR MANUFACTURER GARAGE SLAB ; U C� �tr4 es TYP. GARAGE DOOR F L® °D ; TRACK MOUNTING DETAIL v R�FI ssL� p P 2 d MS12 OVERHEAD GARAGE DOOR ATTACHMENT N.T.S. s _ T O N N v q N m gu5 I wY'�uk ': ei 00 O� O BLOWN -IN R-30INSULATION PER FBC i R 3o B a w w '. Zcoaa Z ' AND ENERGY FORM SUBMITTED WITH 8 $ PERMIT APPLICAis TION PROVIDE BAFFLES m ' AT EAVES (FOR VENTED ATTICS) Y _ € XQ ^a" �" R .� °v 0 C) BLOWN -IN R-30 INSU LATION PER 12 FIBERGLASS SHINGLES OR w��s d ( 18 M m FBC AND ENERGY FORM SUBMITTED SEE PLAN TILE ROOF (PER ELEVATION) s -0 Z - z i ae �' d ¢a 12 WITH PERMIT APPLICATION OVER APPROVED UNDERLAYMEN7 o ° 8 `3 0 6" o y PROVIDE BAFFLES AT EAVES PER FBCR 905.1.1 OVER APA a " ° < o SEE PLAN (FOR VENTED ATTICS) PRE ENGINEERED WOOD RATED STRUCTURAL SHEATHING =' o`� U ~ J W TRUSSES @ 24" O.C. (SEE STRUCTURAL NOTES �°- www.rusenc.com ❑ ❑ ❑ , FIBERGLASS SHINGLES OR m FASTENED TO TRUSSES PER ROOF ,2 TILE ROOF (PER ELEVATION) NAILING SCHEDULE) OVER APPOVED UNDERLAYMENT PER FBCR 905.1.1 OVER APA ` TRUSS ANCHOR (SEE PLAN) £ z o z ' - SEE PLAN FOR � RATED STRUCTURAL SHEATHING _ _ _ _ — _ — _ PRE-ENG. WOOD (SEE STRUCTURAL NOTES �— BRG. HT. ;¢ Q TRUSSES @ 24" O.C. FASTENED TO TRUSSES PER ROOF 1/2" DRYWALL • a N ' NAILING SCHEDULE) FELT PAPER OR •' ETAL DRIP EDGELo c /V'//� ' TRUSS ANCHOR (SEE PLAN) TRUSS PLATE l f ) z TO BE INSTALLED ON OUTSIDE 3/4" P.T. NAILER • t' 2X SUBFASCIA 8 VQX / m FACE .R SOFFIT. SEE ARCH. '" y ti 1/2" DRYWALL iI PLANS 'v w // . --- - C] m �--METAL DRIP EDGE w U - CURTAIN NAILER fi 8 x 8 x 16 K.O. E -` 1 x 4 P.T. @WINDOWS A LINTEL BLOCK 1/2" DRYWALL 1 x B P.T. @ S.G.D. n O.H, W/ (1) #5 DIA. REBAR & b' C CONNECT ALL 2x STUD ZX SUBFASCIA H 3000 PSI CONCRETE c \,tomd SEE ELEV. i /} = c m TO TOP PLATE WITH (4) „ @ M ~ m SOFFIT. SEE ARCH. PRECAST "U" LINTEL „ -i U - N E 16d TOENAILS PLANS SEE SCHEDULE so $ Iii Hm> 1/2" DRYWALL SEE PLAN FOR HEADER SIZE 'l Q N o Pv a'm 15/32" OSS EXPOSURE 1 ON 20 MAXIMUM OF (3) - 2X PLATES MAY BE O.H. EXT, WALL W/ ALL EDGES BLOCKED. ADDED BELOW THE HEADER W/ EACH SEE ELEV. SEE TB13 FOR NAIL ATTACHMENT. ®� HOMESMS PLY ATTACHED W/ (2) ROWS OF 16d (OPTION) STAPLE: 16 GA. 1 3/4" NOTE: 44" MAX. SILL HGT. ON n FILL CELL -(1) #5 DIA. STAPLE @ 2" O.0 EDGES AND FIELD. ALL BEDROOM WINDOWS. „ REBAR W/ 3000 PSI t FLORIDA CONTRACTORS LICENSE NO. CRC1330146 NAILS AT 8" O.C. „ a1 „ CONC. ALL LOCATIONS „ SHOWN ON FOUNDATION h 3000 GULFBREEZE PARKWAY „ &FLOOR PLANS a GULFBREEZE, FLORIDA32563 VINYL FRAMED WINDOW W/ SCREEN V .mac (G.C. TO VERIFY W/ FLOOR PLAN u LOCATION OF OPENINGS IN ~ DIVISION LOCATION: EXTERIOR WOOD WALLS. IF NO OPENINGS ARE INDICATED, FULL • PORT ST. LUCI E STUDS ARE REQUIRED). NOTE: 44" MAX. SILL HGT. ON � C'� OP i;,. � ♦ Job information: ALL BEDROOM WINDOWS. f VINYL FRAMED WINDOW S'�`•C'E Ci?.. a W/SCREEN WINDOW STOOL „°r^�'" } PER SPECS h PRECAST CONC SILL 1(/••� �ILE COPS:`, CEMENTITIOUS DECORATIVE „ FINISH 7/B" THICK PER ASTM „ C-926-98A PAPER BACKED FOIL R-4.1 „ INSULATION AT CMU BLOCK WALL w PER F3C AND ENERGY FORM P 2X STUDS (SEE FLOOR PLAN FOR y EXTERIOR FINISH - m MORE INFORMATION). SEE TBi3 APPLICATION WITH PERMIT ( ) 1/2" DRYWALL ON SHEET 6 SEE ELEVATIONS c N 1H FOR NAILING INFORMATION FOR 1 x 2 P.T FURRING FTC. DOWEL #S DIA. REBAR '+- 17" IN CONCRETE - 25" -6 4O 0) R-13 INSULATION AT EXTERIOR WALL SHEATHING. 1 x 9 P.T. W in + M BASE NAILER —� EXTEND (ACI 530) ABOVE WOOD FRAME WALL PER FBC P.T. 2X #2 SYP. BASE PLATE 'm SLAB. ALL LOCATIONS SHOWN a0 0 AND ENERGY FORM SUBMITTED w/ 1/2 x $ A.B. (OR 1/2" x 8" TITEN WOOD BASE ON FOUNDATION PLAN � � U7) m 0 � WITH PERMIT APPLICATION HD) w/2" WASHER AT 32" O.C. WOOD BASE MIN. 6" FROM END - SEE WS07 SEE FOUNDATION PLAN FOR Z U m CL FOR TERMITE SHIELD , m M SEE FOUNDATION PLAN SLAB INFORMATION TOP OF SLAB � Y O J U-1 � a FOR SLAB INFORMATION _ _ - - _ TOP OF SLAB _ _ i— x�=,. * . -_- 'o V_ GRADE ♦ Model Name/ Number; N GRADENil 2000 :SEE PLAN FOR N y CCLEANOMPACTED - ; RE -BAR QUANTITIES `' ♦ Plan Issue Date: FILL °.! ;#`. ,. mt� .... � Monday, August 10, 2020 SEE FOUNDATION PLAN SEE SEE PLAFOUNDATION ♦ KA PROJECT NUMBER: PLAN g 16" FOR FTG REQUIREMENTS s 20-5371 o Sheet: �_� Of: WS01 TYPICAL WALL SECTION, 81' CMU 3/4"=1'-0" WS02 TYPICAL WALL SECTION EXTERIOR FRAME 3/4"=r-o' Q TYPICAL FRAMING DETAILS ' STRUCTURAL SHEATHING CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) SEE TRUSS PLAN FRAME OUT TO FOR CONNECTION BLOCK EDGE //--�� FRAME OUT TO / BLOCK EDGE EXTERIOR SHEATHING c\�, ATTACHED PER NAILING ' SCHEDULE TBI3 ON I ' SHEET STUD ANCHORING m STUD TO TOP PLATE: R-19 INSULATION AT EXTERIOR SIMPSON SP4 2 X 4 #2 SEE KNEEWALL WITH WOOD FRAME WALL PER FBC STUDS @ 16" O.C. W/ R-13 INSULATION AT EXTERIOR AND ENERGY FORM SUBMITTED WOOD FRAME WALL PER FBC STRUCTURAL SHEATHING ON o WITH PERMIT APPLICATION I 2 X 4 SEE AND ENERGY FORM SUBMITTED BOTH SIDE FROM TOP OF WALL WITH PERMIT APPLICATION (WHEN EXTERIOR WALL IS , AT 16" O.C• TO BOTTOM OF BEAM, ATTACHED N EXPOSED TO INTERIOR SPACE) PER NAILING SCHEDULE. (WHEN EXTERIOR WALL IS EXPOSED TO INTERIOR SPACE) € 2 X 4 P.T. i STUD TO BOT PLATE: a SIMPSON SP4 SEE PLAN FOR BEAM SIZE m LINTEL '� .' 1/2" X8" i BUILDER FRAME NOTE: HOLD FRAMING 1/2" ANCHOR BOLT ;; ;; RADIUS AS REQUIRED j BACK FROM FACE OF BLOCK @ 32" O.C. FOR SHEATING TO BE FLUSH ' 'o WITH BLOCK FACE 8" CMU WALL 2x BUILD -OUT BEYOND w�ouOl f�/r/e/ �e\`\\\e WF21 = V-0N.T.S. KNEEWALL @ ENTRY FRONT WALL 3/4" " WF38 KNEEWALL @ ENTRY FRONT WALL T � v .: G 26 N ° Xl11C LM PROVIDE 2x4 ON TO 8 U OF 2x8 TO BLOCK OUT 2 ROWS 12d @ m 5�P i tr TOPPLATE 2) 12d NAILS O.C. 3„ O.C. OUBLE 2x4 '`!//� .oROFE S pCe \\CNN (SOLID BLOCK W/ 2x6) TOP PLATE '/�t�fZtlf1111iFlltt4 c 0 2x4 STUD PER PLAN o 2x4 BEYOND AGAINST 2x8 STUDS OP SPLICE NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OUBLE 2x8 $ TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. TOP PLATE S SIDE TYP. TOE NAILS MAY BE SUBSTITUTED W/ 2x8 STUD (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO PER PLAN TOP PLATE W 8d 2 1/2" x 0.131 NAILS (SIM. w/ 2x6 * NOT REQ'D. WHEN QT SYSTEM IS APPLIED STUDS) 2x4 w/ 2 ROWS OF 16 lag �- T` f0 N 12d NAILS @ 3" O.C. -` F = m W N TOP PLATE TRANSITION PIPE OR DUCT w/ OUBLE 12d�'6F 08 g LL uJ. .o PENETRATION THRU TOP SPLICE TOP PLATE w/ MORE "w \ THAN 50%OF TOP ROWS 12d v_.,. B-I2�i m a o; PLATE WIDTH INSTALL @ 3" O.C. °�' SIMPSON PSPN516Z "p ®� " 2 = O1 % z W/ (12) 16d NAILS TYP. �` ° d y TOP &BOTT. MIN v '��$9� Z`" =Py d c a NOTE: @ ALL EXT. CONDITIONS ATTACH 2x STUDS OVER STUD BOTTOM SPLICEEn g g � A2 W S U a a - 1ns_ ,. ;..:,. o I TO TOP PLATE W/ (4) 16d TONAILS (2) ON EA. m � ._ - - SIDE TYP. TOE NAIILS MAY BE SUBSTITUTED W/ E I°- �' WWW.MSENG.CONEl 110 (1) SIMPSON H2.5A CONNECTOR @ EA. STUD TO TOP PLATE WZ Sd 2 1/2" x 0.131 NAILS N C9 * NOT REQ'D. WHEN QT SYSTEM IS APPLIED z M NOTE: Z N 0 PLATE LENGTHS MUST BE AT _ a IL. 71 LEAST 8'-0" LONG. TYPICAL 5 ZQ �'' 3 N WF17 TOP PLATE SPLICE DETAIL 3/4"=1'-0" c Z N r.j 8 UP) W c 2x8 SYP #2 E _ o TOP & BOTTOM w V ATTACHED W/ o c ZD (1) ROW 16d 2x6 SYP. #2 R � NAILS @ 16 O.C. RIPPED _ w CA o , m m BOX HEADER DETAIL ' �p * CRIPPLES MAY/MAY NOT BE PRESENT. a N 0 w20 alm A\DAMS HOMES IF ONLY (1) KING 7/16" O.S.B. VERIFY HEADER ELEVATION (1) JACK USED AT EA. SIDE Q EACH SIDE OF 2X BLK'G. O.S.B. OPENING G.C. TO W 2 8d INSTALL (3) TITEN HD. EA. A.END (2) 2 x 4 LAMINATIONS W/(1) ROW OF STAGGERED 10d (3) 2 x 4 LAMINATIONS W/ (2) ROWS OF STAGGERED 16d (3) 2.6 LAMINATONS W/ (2) ROWS OF STAGGERED 16d 5/8" x 8" EQUALY SPACED COMMON WIRE NAILS (D = 0.148% lr 3") OR EQUAL COMMON WIRE NAILS (ONE INTO EACH OUTSIDE FACE) (D=0162" L=3-1/2°)OR EQLAL COMMON WIRE NAILS (ONE INTO EACH OUTSIDE FACE) (1)=0.162".L=31/2")OR EQUAL PER SIDE INTO CMU AT JACK TO HEADER, NO BASE EDGE VIEW HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2 X 4 WALL 2 X 6 WALL JACKS KINGS JACKS I I KINGS SIZE EA END EA END EA END EA END LESS THAN 4' (1) (2) (1) 2 >4' BUT <9' (2) (3) (2) (2) 16' 3 4 3 4 HEADER ANCHOR NAILED TO TOP PLATES, HEADER & JACK - FLORIDA CONTRACTORS LICENSE NO. CRC1330146 _y 3000 GULFBREEZE PARKWAY HEADER SIZE NO. &SIZE OF &GRADE R TIE EVIEWED FOR GULFBREEZE, FLORIDA32563 EAFCHE DES CODE COMPLIANCE SEE PLAN FOR (2) LSTA30 D DIVISION LOCATION: BEAM SIZE ST L"r%jo C®U NDTFs CONNECTOR REQUIRED M PORTST. LUCIE 1) ADJACENT NAILS ME OMEN FROM 3) FOR 4-PLY, PROVIDE 1/4"DIA. . 5 1/2" LAG OPPOSITE SIDES OFTHE COLUMN. SCREWS OR EQUAL (SPACE AS SHOWN FOR 3YLY1 (3) 16d SEE PLAN B®CC m Job Information: 2) ALL NAILS PENETRATE AT LEAST 3/4' OF 4) REFER TO NDS SECTION 15.3 FOR SP4 AT 2X CRIPPLES @ 16" O.C. SEE SCHEDULE THE THICKNESS OF THE LAST LAMINATION. ADDITIONAL INFO. COMMON FOR WLL •" 24"O.C. NAILS(TYP) W/slNDBOSP2TOTYP. HGT. TOP AND BOTTOM 2-ROWS 12d NAILS 'a WF37 TYPICAL COLUMNS DETAILS N.Ts. STAGGERED@ g FOR OVERHANGS GREATER THAN FILL 1ST. 4 COURSES 11/2" CONTACT FOR FOR SOLID W/ GROUT. (NO FURTHER INSTRUCTIONS REINFORCEMENT REQUIRED) F.F. OVERHANG —A' CMU— FOR OVERHANGS BETWEEN 5/8" TO 1 1/2" . HEADER PER • ' E Ij jl1 0. Y I. II.EACH •d TOENAILS h END .�I 1 1 I BLOCKING I 2x4 SPF CONTINUOUS ©--- ATTACHED TO • :• NAILS. SEE DETAIL ABOVE SEE ELEVATION FOR ROUND/ SQUARETRANSOM EACH END • L, � i AILS WITHOUT UPLIFT 12" 0/C EACH * WHEN STUD LENGTH ROWS IS LESS THAN 12" USE 12d NAILS STAGGERED S STAGGERED 12d NAILS FILE ®� LSTA30 STRAPS AT EACH @ 12" O/C FOR Z x 30 ,1 O STUD WRAPPED OVER OR GREATER HEADER r TOP PLATE & NAILED m TO HEADER EACH SIDE a FILL ALL HOLES IN DOUBLE 2 x #2 0 Z W ci STRAP S.Y.P. HEADER W/ d OLo 1/2" FLITCH PLATE W i It 10d NAILS @ HEADER. (U.N.O.) *' Y m 8" O/C TYP. > m N FILLING AND BLOCKING AS DOUBLE 2 x 4 REQUIRED FASTENED TO CRIPPLE STUD HEADER W/(2) ROWS Q d' o ��./L�I ��y TYPICAL (U.N.O.) OF 12d @ 16" O/C UNLESS NOTED OTHERWISE $ 'on .J Do LL M ( J y/ � LO N vT­MGdeI Name/ Number: 2 x 4 STUDS TYP. 2000u SIMPSON HTT4 W/ (YS) CMU 16d NAILS & A 5/8" EXPANSION ANCHOR Plan Issue Date: Monday, August 10, 2020 �F)lNG W/ 6" EMBEDMENT U.N.O. GARAGE STEP DOWN 5 KA PROJECT NUMBER: * * HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING P.T. BOT. PLATE Y 20-5371 NOTE: FOR OVERHANGS LESS THAN 5/8" • NO REPAIR REQ'D. WINDOW OR DOOR OPN'G W Sheet: S=3 Of: MS18 I RETROFIT WALL OVERHANG DETAIL N.T.s. WF39 1 TRANSOM DETAIL AT ENTRY 1/2"=1'-0" WF09 WALL HEADER DETAIL N.T.S. § TYPICAL WALL DETAILS 0 *DIAGONAL SPACED AT 20'-0" O.C. MAX SAME SPACING AS BOTTOM CHORD LATERAL BRACING _ - ' TO BE LESS THAN 1 OR EQUAL TO 450 - 1 MINIMUM 2"x4" - - 1 CROSS BRACING (SEE PLAN FOR 1 LOCATION) ' , ��BLOCKING � I I ` ti c N N 1 1 I` � \ 1 I N Q I I a 1 I , C 1 (3) 12d 1 1 PER JOINT CONTINUOUS LATERAL BRACING- o NAIL OVER X-BRACE AS SHOWN- o INSTALL BLKG. AT TRUSS WEBS X-BRACING - 2x4 SPF OR SYP CONTINUOUS BOTTOM CHORD BRACING 2"x4" MIN. FOR NAILING w/ (3) 12d @ EACH TRUSS WEB a m N N K N TB01 TYPICAL CROSS BRACING DETAIL N.T.S. TB02 TYPICAL CROSS BRACING DETAIL N.T.S. s 0 3 1N! OVIDE 2X4 MIN. BLOCKING AT �o W NTER LINE OF HIP/RIDGE, TYP. ETWEEN TRUSSES W/ (2) 12D E, s Q ; ��S E ILS EACH END TO TRUSS TOP �. „• \�O N� HORD T . 3 -.I 0 RUSS ALTERNATE TO BLOCKING PRE-ENGINEERED VERLAP TRUSS BRACING •,+• F L®. <r tEN WOOD TRUSSES AT LEAST ONE TRUSS 6" OVERLAP c '• /rrr a �.. TRUCTURAL PACE G.T.---SHEATHING0TOP ADD 2X4 ALONGSRIPPED 2X4 SYP #2 CHORD WHE NAIL TO TOP CHORD TO PREVENT SHE- -' - OF HIPPED TRUSS W/SPAN FROM EXCEHIP 12d NAILS (� 6" O.C.0 MAX 24" SPAN (EG.TSIDE OR BOTH IF 0 T E (2) 12D NAILS MINIMUM (3) 12d c ROOF AT 12" O.C. MAX SHEATHING PER JOINT MINIMUM 2"x4" SPF OR � 215 ti SEE *SPACED AT 10'-0" MAX SYP TRUSS BRACING 0 c "o 2 w` as W c� N F PLAN 03 €$ n Q 4g at J LL 1 �gw O ''� ``81 2X4 BLOCKING J BETWEEN TRUSSES HIP TRUSS w g, � Is a 11, m a a ;. m Q U4 - E "go 3 W w o SFCT_ A -A m.`gk o lfm5° as ¢ ZIx cgs" 0 M &®' FT HIP RIDGE BLOCKING DETAIL N'T'S. TBO4 TRUSS BRACING OVERLAP DETAIL (TYP) N.T.S. a/ cm ZN� Y ¢G < �y ..N SgEcd� �i OV N C C O � o aM W EE wNw�.FlJSENG.COM o00 m `m y Z O (, TRUSS NOTES' ¢ r 1, WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TPb2014 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND �Ln BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST COMMON CAUSE OFACCIDENT m IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF SHEATHING SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED (Q 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 ANYONE AREA THEY SHALL BE SPREAD OUT �--I w EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL E IB ❑ . LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20•-O" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (2) 312d NAILS AT EACH TRUSS INTERSECTION. IB 0 REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT fy d 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. = c CO �� SEE TYP. TRUSS BLOCKING DETAILS o W o V P SHEATHING H �® iy 4 C 3 TO 4 TRUSS x4 AS SHOWN ALTERNATE co TRUSS SPACES DIRECTION 3 m ® RUS y DAMS HOMES 0 FLORIDA CONTRACTORS LICENSE NO. CRC1330146 VERTICAL SCAB 2X6 #2 SPF 48" O.C. W/ (4) 12d TOP & BOTTOM OR H5 SEE TRUSS—,,.(2)-1 NAILS TRUSS m ' d OR HCLR/LL IN PLACE OF (4) IOD BEBCTjIONTOE REQUIRED @RAFTERS GREATER THAN 8'-0" 3000 GULFBREEZE PARKWAY GULFBREEZE, FLORIDA 32563 OUBLE TOP DDUBLE SEE PLAN72x 'E DIVISION LOCATION: PRE -ENO. TRUSS LATE TOP PLATE SECTION B-BEE STUD WALL H I V r $ 2 PORT ST. LUCIE PLAN CODE COMPLIM, ♦ Job Information: CONV. FRAMED RIDGE pE MAY BE NAILED w/ MIN. VERTICAL SCAB 2X6 42 `C _ (4) 12d WHEN IT LANDS SPF 48"O,C. W/(4)12d���^ "'®��1 NEXT TO PRE-ENG. TRUSS 2X8 eLVJNG. NAILED 0 EACH TOP &BOTTOM OR H5 OR PLACE OF 12d /^1/� 6o4/C o `y SIDE W/ (T) 12d NAILS WHEN HCLR/LL IN (4) REQUIRED w/(2)MT512'S REQUIRED ® RAFTERS GREATER B THAN 8' 0" m COLLAR TIE � '�� EVERY 3Td O YO�� SHEATHIN RAFTER CB BEVEL CUTS 2%4 BLOCKING BETWEEN (OPTIDNAU TRUSSES W/ (2) 12d NAILS LL C � ® EACH END, CONT. EACH BAY B TB 2X4 SPF W/ (2) #7%3-1/2" ■ O ALTERNATING DB W000 SCREW EACH TRUSS OR HIS @ 48" O.C. � O N M BLOCKING PRE-ENG. TRUSS (YO O y V ?� V ` CONT. ROOF SHEATHING AT TRUSS TOP STRUCTURAL SHEATHING CHORD AT ALL HAND FRAMED AREAS TYP. SEE PLAN FOR CONNECTION s 0 J LLJ Z B I° J 2X4 P.T. BLOCKING BETWEEN TRUSSES W/ (2}12d NAILS g DIAG-0 AL WOOD 2x8 42 SYP RIDGE BEAM w ♦ Model Name/ Number: EACH END MAX TRUSS , , 2x8 RAFTERS ® 2'-0'O.C. N MAX. W/ (3) 12d COMMON TO RIDGE BEAM WALL BELOW TOENAILS 2X4 RAFTERS FOR SPANS LESS THAN 2000 (SEE PLANS FOR TYPE) 4 FT @ 2'A" O.C. MAX W / (3) 10D Y MCOMMON TOE NAILS TO RIDGE BEAM STEEL ASONRY 2X4 CONT. AT TEEL-0R WOOD 'x ♦ Plan Issue Date: - T & B CHORD BEARING SUPPORT Monday, August 10, 2020 TYP. WOOD TRUSS BLOCKING A -A ALTERNATE BLOCKING @ RAISED HEEL DETAIL DETAIL @ INTERIOR BEARING ♦ KAPROJECT NUMBER: Y 20-5371 Sheet: S 4 Of: R m ROOF FRAMING TB06 BLOCKING AND CONVENTIONAL FRAME DETAILS N.rs. o AND BRACING DETAILS F Al THERMA-TRU INSTALLATION KEY DIFFERENCES CHECKLIST Rough openings are 114" smaller on each side and 1/4" smaller on the header than standard Therma-Tru rough opening dimensions. Use only a maximum of 1/4" thick shims. Predrill the jambs and headers using 1/8" drill bit. Predrilling increases structural performance. Use only 2-1/2" wood screws (#8 and #10) when securing the pre hung frame to the rough opening buck. Drywall screws, deck screws, and nails are insufficient anchors, and should not be substituted for wood screws, Be certain of the number and placement of all screws securing the frame to the rough opening buck. Consult the architect or engineer of record concerning fastening the buck to the rest of the building structure. CONTRACTOR TO PROVIDE A J. x P.T. BUCK STRIP CONT. AT OPENING SIDES AND HEADER. ** 1 x BUCK STRIPS WILL BE ACCEPTABLE PROVIDED THE 3/16a DIA FLATHEAD TAPCONS ARE PROVIDED SPACED AS SHOWN, THE TAPCONS ARE TO BE CONTINUOUS THRU THE DOOR FRAME, 1 x P.T. BUCK STRIP AND HAVE A MINIMUM OF 11/4" EMBEDMENT INTO THE MASONRY JAMBS. 6" SPA EVE B 6" 6" SINGLE DOOR SINGLE DOOR W SIDELITE At, 6" 3 3" 3" 71 3" FFT _ _ 1 III i"1 r 1 3 3" 31 3" 3" DOUBLE DOOR W/ SIDELITES i 1" 6" 'PACE :VENLY 51, 6 SINGLE DOOR W/ SIDELITES DOUBLE DOOR P� a�°nsn� �o�r��ty4y gpe� Rake TS. l SHINGLE INSTALLATION GUIDE 36. 8' e" SEALANT U NAIL SHINGLES W/ It OR 12 GAUGE ROORNG NAILS. 3/8" MIN HEADS. 8 PER SHINGLE. ItoOvoll' uw ` ajT"av GOWse CWwse 3A 1m4 GDOtea Coo . 1¢ ROOF CRICKET: MIN: 3:12 SLOPE ASPHALT BASED (REQUIRED AT SEALANT APPLED ALL LEVEL VALLEY TEXTURED, PAINTED BEHIND FLASHING EXTER. WALL FINISH AND EXTENDING LOCA47i MINIMUM OF 8" ABOVE S" X S" H GALV. VEAnCPL RISE OF FLASHING FLASHING CONT. AT "EEWALL PLASTER$TOROO SHINGLES 8" X 8" H GALV. FLASHING CONT. m FLASHING DETAILS 6" HORQ, NOTE: THIS DETAIL IS REQUIRED FlAste 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 ATTAC H M ENT N.T.S BUCK STRIPS - 1x4 (DEPTH OF WDW. FRAME MIN.) GLUE STRIP W/ADHESIVE SEALANT BLOCK LINTEL & SCREW W/3/16" x 2 1/2" PHILLIPS .` =• 1/2" DRYWALL FLAT HD. "TAPCON" SCREW THRU t THE W'DOW FRAME INTO MASONRY JAMB MIN. 4" FROM END AND MIN. 16" C.C. 1/8" SHIM SPACE EXT. FINISH DRIP EDGE WINDOW SEALANT GENERAL CONTRACTOR TO COORIDATE BACK OF JAMB SPACING AND SIZE OF TAPCONS w/ WINDOW MANAFACTURER'S SPECIFICATIONS TYPICAL MASONRY OPENING WINDOW INSTALLATION N.T.S LOCATION OF BARRIER TO BE 1'-011 IN FRONT OF MECH. OR APP. WHEN REQUIRED 2XWOOD FRAME BY OTHERS 4" DIA. CONCRETE SHEATHING FILLED PVC. PIPE. BY OTHERS CAULK BET4VEE1 FIN &SHEATHI46 o - TOP OF SLAB E�1 (y) °. tifrt ie' 00 I°, II", II 1 r - Ir - it i o z , - 16" MIN. DIAMETER n- CONCRETE FOOTING PROTECTION BARRIERETAIL N.T.S. ��-- 1 112" ilAir^d EMBEDMENT / --"+E I POD SCREW [ SY OTHERS O.A. WINDOW".: HEIGHT X RIfiA INTERIOR Vill TYPICAL FRAME OPENING WINDOW INSTALLATION N.T.S U4N MAX SHIM SPACE EDGE. BEAT OVEM NE DR Modmum Fa Amer Spaclng Wall Framing: Uamtis,Hesdand Slit) #2Spr m/F1fttFir Bend . Silicone Sam2" ',. PAG,r Sao" Minimum penetration, G134% tad 1.318" f4mmung C roes Section V Iew - — Brtedar Vidw of ', flm0 Wel�w : Mmmun 117 � Silicone ENerim SheathGg Note: We SbOng/yrecommand the ore orearA/ngand/orflasb/ng tapes an#SNlpanr as stated In A577Y E1117.01. HoweWpdde to variation /a coder and bulldMg type; It Is/Mup to the and war to detetmtne the proper Installation ofthat" ftewe. LEAVE THE MOM WRAP OaH Were imtal ingyour window, the bubble veep may be peeled back for imateNanl but geaw re-sft Uv wrap W protect the bWs from suatrlws and other damage Until consowdon is complete. Stay 1 Measure to be sure the opening is ale" to Ilr hrger than Ore window, size both wa0allyend hcrtmntaify. ' Fou may wish to pre -drill ties Instaledon (roles in the En at this time, iptimpand aw p T gqodled hole lrt the Altuntagig fin as they Nenot nocesewH Stop 2 Apply a generous bead of sillcae to the backside of the mounting fin. Use enough slam to sulf¢Ienly fill all wide between the fin and the wall sheathin . Step 3 Insertthe window into the meaning from the outel The window a labeled 'instill and "aaede", but d these labels hose been removed, the glasling bind should alwete be to the inside ofthebuilding, Step 4 Install shims under the sill, adjusting than until the unit H pkanb In the opening. Shmnalromd be Installed under the sill event 2 feet The window should be basicalk centered in the opening with no more than 1/4" gap between the window and wall framing. Step E [stall a 010 z 1- "screw 4'flom the me of the On at each end of the held, sill and both jambs. Step 6 Irarali the remaining Woman in e' ixrernems from the corner screws to the center of each fame member. Use care not to oaer- Ughmn the screws and pull them through the fin. Also, make sure the strews go in straight and do not cause the from to bow. Wall kerning should be a minimum of #2 SprlmfMrlel Fasteners should be#1D screws ofsufficient t thto acNew 1-3/8" penetration into I* wal and no less than 12"from edge offraming. Fastener gual18tl8 needed In each side of fence to achlew 8"s ads Frame Harbor to- 36" 2s" 34". 4Y So". srSw 74^ tw 90" or Numher a Fewness Vam 2. 3 4 1 3 1 8 1 7 1 8 1 9 1 10 1 11 1 12 1 13 Stop ] Remove pass silloom *squeem on'ban around the fin and inspect for holes or wilds, Use silkone to Nl any voids. Step 8 If desired, a loam insulation an be applied to the interior gap between the window and wall framing. If applied, dvsmustbe the NONEXPANOfNG tYPEFOAM. Step9 Slim these windows are Wpkally used In rooms with high mdllWe,k; smidgens, it Is recommended that the lydMor gap between the window and well framing also be sealed with sllkwp and tooled as as not to mtedere with the installation of wallboard Ole or trim. Step SO Oren all anstruceonIs complete, remove the bubble wmp from the ensim and outside of the window. I/ necessary, dean the Mods with a mild detergent and warm water using a soft cloth, Failure to follow these procedures will void any and all warranties. 6 g a SE I �F.,• 0 U �pto ZZ X/ "� v hflESSN' c a at C E REVIEWED FOR CODE 4.a®IVIF'LIANCE1 5'5 2 z�D C OD ST. LUCIE COUNT` � °p��¢gy� a �� `�J mo CIO NN LL Tly,elh 4'*r% Q��Aa .to Product Approval Submittal Affidavit tiLl°pp IL�¢sZBuilding Address: Contractor: o "aW2 ;1Building Permit: Tg,0 c8Product Design Manufacture Model # Attachment Approval # d P J Pressures Method �§ 1 In �VNJW.FDSENGCOM ❑ ❑ ❑ Roofing: 0 �_ B 1st Choice COUNTY APP. IKO Industries, Ltd Cambr dge AR NAIL SHINGLES W/ 12 GAUGE ROOFING FL7006.1 R-10 l ' ) Z_ �j NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. \�`{{{/// Z 04 W/ 3/8" MIN PENETRATION THRU SHEATHING \ G o a m In ROOFING VENTS: or z N V° to Q1 Florlde Metal FLAMCO FASTEN WITH 11 GAUGE GALVINIZED RING SHANK ROOFING NAIL, R-1 Products, Inc "Off -rid event" FROM EDGE AND 4" D.C. TYPICAL MAX,FL21580.1 E o 'Ed ro ° a ,Q c ROOFING UNDERLAYMENT: 1st Choice TAMKO BUILDING TAMKO No. 30 UNDERLAYMENT SHALL BE APPLIED AND FL12328 RS p 30 ASPHA T T F LT ATTACHED IN ACCORDANCE WITH R905.1.1Cq a tn m 2nd Choice NB E Garage Doors: = c INOverhead ®_ Soo h c go't ¢ a ° A 1st Choice +30.0/-30.0 CLOPAY 18W7 2"x6" P.T. WOOD JAMB WITH (5)1/2" DIA. x 8" "1" BOLTS FL16546.1 m 2nd Choice +30.0 32.0 / CLOPAY 53W5 FL15279.36 g x 7 3 Swing Doors: n m MS HOMES 1st Choice +67.0/-67.0 THERMA TRUCORP. FIBES GLAZED INSWING 2X BUCK ATTACHMENT TO BE ATTACHED WITH 3/16"X3" TAPCONS MIN, 4" FROM TOP & BOTTOM OF INTERSECTIONS AND MIN, 12" O.C. THEREAFTER. THE DOOR FRAME SHALL FL20461.1 a�l��m� FLORIDA CONTRACTORS LICENSE NO. CRC1330146 2nd Choice +67.0/-67.00=1301AQQ THERMA TRUCORP. nnnDOUTSWING FLUSH FL20461.19 4 1 11 BE ATTACHED WITH 3/16" X 3" WOOD SCREWS MIN. FROM 3000 GULFBREEZE PARKWAY TOP & BOTTOM OF INTERSECTIONS AND MIN. 16" O.C. m THEREAFTER. (TYPICAL ALL 4 SIDES 7i Z GULFBREEZE, FLORIDA 32563 Siding: DIVISION LOCATION: 1st Choice +0/-14B.3 The Tapco Group 7" StaggeredROOFING NAILS I'h" LONG WITH 1/8" DIA. DIA.EADS FL20403, PORT ST. LUCI E17 Sfiakrs HANKS & 3/8 AT 10" O.C. HORIZONTALLY, EMBEDMENT TO BASE MATERIAL 0 2l N.A.2nd NA. NA, Choice SHALL BE BEYOND WALL DRESSING r V Job Information: Windows: ¢ iZ 1st Choice +40/-50 MI WINDOWS 3540 SERIES Si a Hu (fin) SEE BUCK DETAILS (THIS PAGE) FOR UNIT INSTALLATION USE 3/16" TAPCON ANCHOR WITH MIN. 146" EMBED, TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD BE FILLED W/ #8 SCREWS OF SUFFICIENT ITH. TO PROVIDE 6/8" MIN. EMBED. INTO WOOD BUCK. FL 17676.1 R9 +40/-50 MI WINDOWS 3540 SERIES FL 17676.8 R9 Single Hung (flange) FOR INSTALLATION THROUGH 2X BUCK USE #8 WOOD SCREW OF N 3540 SERIES +50.0/-50.0 MI WINDOWS Picture window SUFFIENT LENGTH TO ACHIEVE 1%" INCH MINIMUM EMBEDMENT FL18644.3 R3 IN WOOD SUBSTRATE. u, mIle v O Z Mullions: 1st Choice A41826 MI WINDOWS Mullion Vertical FOR 3/16" ATTACHING MI WINDOWS MULLION SECT5796 CUP INTO CONCRETE FL 18504.1 TAPCON ANCHOR WITH SUFFICIENT LENGTH TO ACHIEVE A Ilia Horizontal FIL15804.2 iMuIllonM-1926 MENT WITH 1" MINIMUM EMBEDMENT WITH 1" MINIMUM U 'g LO N W EDGE STANCE y LIJ a UO Fixed Glass: a 3 > 1st Choice +50.0/-50.0 US BLOCK WINDOWS 825 FOR UNIT INSTALLATION USE 3/16 TAPCON ANCHOR WITH MIN. 13A" EMBED. TO ALL FACTORY DESIGNATIONS WITH ALL HOLES NOT DESIGNATED FOR TAPCON SHOULD FL18644.3 R-3 so O LL.I 2nd Choice BE FILLED W/ #8 SCREWS OF SUFFICIENT LTH. TO PROVIDE 5/8" MIN. EMBED. INTO WOOD BUCK. t D rs� J M to LE W U .3- rd Choice Soffit: Model Name / Number: 1st Choice +55.0/-35.0 KAYCAN LTD 8" BEADED 1 1/2" NAILS 10" D.C. IN LENGTH FL16503.4 R-3 2000 Hurricane Panels: Plan Issue Date: 1st Choice 46 PSF EXT/ HURRICANE STORM PANEL MF( INC. 2a" Ga GGivenized DIRECT MOUNT. TOP 4%20 MALE PANELMATE. W/ WINGNUTS AT 121h- O.C. BOTTOM aA"-20 SIDEWALK FL16293.1 Monday, August 10, 2020 46 PSF INT. Steel BOLT w/ POWERS CALK -IN KA PROJECT NUMBER: I have reviewed the above components of cladding and have approV9d their 20-5371 use in the structure. (Architect or Engineer of record) Sheet: —0 ol: Name: Carl A. Brown Certification Number: FL # 56126 m Name: TODD M. BORN Certification Number: A. # 82126 MATERIAL m Name: Luis Pablo Torres Certification Number: FI, # 87864 0 REFERENCE. INFO (PSL) MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH SELF -ADHERED FLASHING i-WEATHER RESISITIVE BARRIER FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE WOOD FRAME CONSTR. - EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. \WEATHER RESISITIVE \ BARRIER SEAL TOPS OF JOISTS ' UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weather resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER R sELr-A FLASHI DO NOT, , BOTTOM NAILING FLANGE EXTERIO R SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING DECK PROTECTOR SINGLE JOIST SELF -ADHERED FLASHING \HO.8362x;DECK JOIST 2 Scale: NTS ESISTIVEBARRIER WPO1 SELF -ADHERED FLASHING CEMT. FINISH WINDOW HEAD WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING -3/4"-1"BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUSFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN " USE LIQUID NAIL BRAND UP JAMB 6". O R F A LKIN R EQUAL WEATHER P 00 C U G / O 1 V SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SELF -ADHERED FLASHING - NAILING FLANGE 1 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) 6P041 SELF -ADHERED FLASHING DECK PROTECTOR DOUBLE JOIST O WP07 ERIOR IT. FIN. .DING PAPER PE 1: 12.0 in cm : 30.5 cm) E LATH -DING PAPER F-ADHERED FLASHING JDOW UNIT $ WPM SELF-ADHERI SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER SELF -ADHERED FLASHING CEMT. FINISH WINDOW SILL RIM JOIST 2 WP02 INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD 2 1WP`05 1 SELF -ADHERED FLASHING PATCH )HERED FLASHING 2 5 W P O V APPLY A LIQUID FLASHING TO THE MASONRY OPENING (HEAD, JAM ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, INSTALLATION OF THE BUCK/RECEPTOR. - WINDOW UNIT FLASHING REQUIREMENTS R703.1 General. Exterior walls shall provide the building with a weathoPreslstant exterior wall envelope. The exterior wall enveope shall Include flashing as described In Section R703.4. A water -resistive barrier Is described as a material behind an exterior wall covering that is intended to resist liquid water that has penetrated behind the exterior SLOPE covering from further intruding into the exterior wall assembly. An exterior wall covering is described as a material or 0.3 in: 12.0 in SELF -ADHERED FLASHING assembly of materials applied on the exterior side of exterior walls for the purpose of providing a weather -resistive limited finish (0.6 cm : 30.5 cm) barrier, insulation, or for aesthetics, including but not to, veneers, siding, exterior insulation and systems, SELF -ADHERED FLASHING PRODUCTS DETAILS architectural trim and embellishments such as cornices, soffits, and fascias. R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 EXTERIOR for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such CEMT. FIN. TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 Inches 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 shall be continuous to the top of walls and terminated at penetrations and building appendages In a manner to meet the requirements of the exterior wail envelope as described in Section R703.1, a° R703.7.3 Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based WIRE LATH Detail Instructions sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of ; Grade D paper. The individual layers shall be Installed independently such that each layer provides a separate 8 Refer to the number marked as ® in each detail that corresponds to the continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water•resistive x BUILDING numbered items in the list of instructions below: battler Is directed between the layers. PAPER 1. Install self -adhered flashing in order as shown by numbers Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to 0 2. Install flashing and weather resistive barrier to form water shedding laps or greater than that of 60-minute Grade D paper and Is separated from the stucco by an intervening, substantially € O 3. Self -adhered flashing can be substituted for building paper nonwater-absorbing layer or designed drainage space. @ 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingledashion 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 SELF -ADHERED FLASHING W PO 3 scoring cuts used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the t CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 5. Remove all release paper per standard installation instructions and building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint 4 adhere to substrate using a square piece of flashing material (6" x 6" Minimum) expansion and contraction, ASTM C1281, AAMA W, or other approved standard as appropriate for the type of sealant. Rudd -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 fleshings shall be Installed at the following locations: e RUBBERIZED ASPHALT RUBBERIZED ASPHALT ADHESIVE 6. Fold a5 shown by arrows 1 : ADHEsI vE flashing fi t foldin f the as to t 7. Angle of corner may vary, adjust g o g p ng al extend to the surface of the s shall 1. Exterior window and door openings- Flashing at exterior window and door openings i SELF -ADHERED FLASHING exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. tight to corner Mechanically attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings 4 I 8. Mechanically fasten as necessary shall be installed in accordance with one or more of the following: SCORED RELEASE PAPER 1.1 The fenestration manufacturer's Installation and flashing instructions, or for applications not addressed in the '- (BEFOREFOLDING, SCORE fenestration manufacturer's Instructions, In accordance with the flashing manufacturer's Instructions. Where RELEASE PAPER TO EXPOSE flashing instructions or details are not provided, pan flashing shall be installed at the sill of exterior window and ADHESIVEAS SHOWN) door openings. Pan flashing shall be seated or sloped In such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent drainage. Openings using pan flashing shall + incorporate flashing Or protection at the head and sides. MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH 1.2. In accordance with the flashing design or method of a registered design professional, SELF -ADHERED FLASHING 1.3. In accordance with other approved methods. 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or 1 -✓t [� FMA/AAMA/WDMA 400. 2 2. At the Intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both 5 sides under stucco Copings. ; 4 3. Under and at the ends of masonry, wood or metal copings and sills. 6 4. Continuously above all projecting wood trim. ' 7 S. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood4rame construction. 6. At wall and roof intersections. SELF -ADHERED FLASHING INSIDE CORNER W POO 7. At built -In gutters. WINDOW UNIT SLOPE 0.3 in :12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING WIRE LATH BUILDING PAPER EXTERIOR CEMT. FIN. 3 WP11 SELF -ADHERED FLASHING CEMT. FINISH PARAPET WALL B, SILL) IN IWP09 BEFORE SLOPE 0.3 in :12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. WIRE LATH BUILDING PAPER WP12 Cement Plaster in accordance with ASTMC926 over wood 2nd floor OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 - Building Paper 7/16" O.S.B. sheathing Keep top edge of weep screed 2" below top of block - Vulcum cauk bottom joint only - Metal Flashing 3-1/2" Unperforated Flange 7/8" Weep Screed -1 /2" Cementitious Decorative Finish - All inside and outside corner will need to be miter cut and caulked all 1 butt joints need to becaulked using Vulcum caulk for all 1/2" Cement Plaster Finish 2 1/2" Perforated Flange 1/2" Weep Screed Install bottom edge of weep screed 1" below finish floor \ OZZ P f0N C 3 # �.. FLC ESSI m 2y,ma N 00 ci $4"h,€ 0 W all LO �m� a $� 1000 li € w° �e�S Dov'Aimg gl W orp'nd.ag a m i��bg' � amgLLy W ui y o m o o a W °,g dr8' R6iga 3 H � u all mmm C S� Z LL 2 m Q a ' E`m@ O OU fY O tq a8eu 2 <O7 g"Q1.5 1 w 0 J g y .115 A wWW.FDSENGAON ❑ O ❑ Fa W (/�/ v /� ` 0_ Z m _ o 0 z N c Z all o Q N c ti der U - C4 = z 3 /a ` tr) O m W LL I,.y Eo o Ixi O t/1 a _M m r M ui U - dv E 00 W L O U 00 U mos o0 �o -CC o m A DAMS HOMES o � c v'v FLORIDA CONTRACTORS LICENSE N0. CRC1330146 3000 GULFBREEZE PARKWAY GULFBREEZE,FLORIDA 32563 v DIVISION LOCATION: PORT ST. LUCIE ♦ Job Information: m 'a 8 W IT O n M 1 9 z Lo 0 o W ° 01 > mN o ai 7 .. a OJLUZD a o ♦ Model Name / Number: d 2000 8 ♦ Plan Issue Date: Monday, August 10, 2020 VI KA PROJECT NUMBER: Y 20-5371 Sheet: �� Of. m WATER PROOF a DETAILS L w w RAT I [1 l4f.RJ1 hrR. Ntt�K (� G R AT MASTER RL)� tL•1 , C�� � � UJ 10x6 1wcd QQ 50 06 O N o e� �C1 220 0 14x8 lwcd i — i o 9 6" 210 U U s 14x8 1wcd CC WIT HEN 0; O 8„ 85 .... 10x6 1wcd 4„ .... f s„ �'Ir' 'f 5 i - 8x4 t wcd NL i - - — — — — — — ti 3;'sH 8x4 1 w d 12,. 40 GRc7 M 4 /S7 G'r 14x14 rag 12" x14 r --- ' .....,. .. ......................... 6' DINING x6lwcd 5" bath duct m 10" cn 65 to roof cap z 1010 gag loxs 1 ad 75 w/ standard 70 8„ 145 24x18 rag :10 6 lwca cfm bath fah —light` U) - s > LU w ' loll70 ui.H a„_Iwrc_rrC t uor r �LIF= 1Dx6 l�vcd ht _MYlduc rnr4u Y. 10x6 1RFD 1wcd L$L!� sEE�HEEI gh7F7Eli 42X42 A f C SLAB k 10x10 r g 4" dryer duct BY BLD R M I N to roof cap 2 FROM WALL w/dryer vent box FILE COP F QY R -------------- w 2 ri 2�12 rr �� 8x4 2x12 rag J REVIEWED FOR z 5 bath duct 2 CAR GARAGE CODE COMPLIANCELLJ O to roof'cap P ~\ r 3.0' ton w 5kw ®240v 1ph ST. LUCIE COUNTY' (n w/' standard 70 s BOCC = 18x10 plen. cfm bath fan 8„ ENTRY cal :1/4"=1'0'• LJ plat arm by C/) 135', 12x12 bldr O Q O 14x8 1wcdl ---------- --------------------------------- BECIRC Nj O ,I Q O I D Z CV O f� m NOTE TO BUILDER: MUST PROVIDE UNRESTRICTED 1 INCH UNDERCUT BELOW DOORS TO HABITABLE ROOMS F-L00R FLAN Transfer ducts/grills sized in compliance 4.;r,Lt: 3.11 L-r with Florida Residential Building Code—M1602.4 balanced return air. EXCEPTIONS 1-3 AREA CALCUI-i-%TIONS Is-. hLJJI! !mc I S.-. R:TRI I &IH.; Y. +Md:;.-. it& e:r rz-v-krh rNT;N ,F,%Ar, .LNL 1111 I'A IuI_hr 1 49-. R. F. -I _ t,.F. Tr. -RI R&r.1.L ,,,rR k: r..- ?,s':'T. W > Z ®z® w Q m � —1 O D �QLL�// Q m CL J C%) 0 0 Rating Must have a minimum clearance of 4 in he around the air handler per the State Energy code. All duct has an r=6 insulation value. P 9Y