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2564 Vineyard Cir (a)
0 WZ% I GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE 2007 RESIDENTIAL EDITION OF THE FLORIDA BUILDING CODE (FBC), AND IN CONJUNCTION WITH ASCE 7-05. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS; A. FLOOR LIVE LOADS (PSF) 1. SLEEPING ROOMS 30 11. ATTICS Wl STORAGE 20 III. ATTICS W/OUT STORAGE 10 IV. POOLROOMS 75 V. BALCONIES 60 VI. DECKS 40 VI 1. STAIRS AND EXIT WAYS 40 VII. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS 10 (PSF) C. ROOF LIVE LOADS I. �"MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBC 2007 RESIDENTIAL D. ROOF DEAD LOAD (PF) 1. FIBERGLASS SHINGLES '17 IL CONCRETE TILES 25\ E. WIND LOAD CRITERIA I. BASIC WIND SPEED 120 MPI 11. WIND IMPORTANCE FACTOR (IW) 1.0 III, EXPOSURE CATEGORY B IV. WIND DIRECTIONALITY FACTOR (KD) 0,85 V. INTERNAL PRESSURE COEFFICIENT (GCPI) OPEN BUILDINGS 0.00 PARTIALLY ENCLOSED BUILDINGS ±0.55 ENCLOSED BUILDINGS ±0.18 F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 2007 EDITION. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTORWILL BE FIELD RESPONSIBLE FORTHE RESULTS OF ANY ERRORS, DISCREPANCIES OROMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES_ 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. CARPORTSGARAGES AND 1. GARAGE DOOR A. ENGINEERED FOR 120 MPH MIN. WIND LOAD. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER FBG 2007 SECTION 8309.1: OPENING.S FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS; SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8 INCHES THICK, OR 20-MINU-FE FIRE -RATED DOORS. 3. AS PER FBC 2007, SECTION R309.1.1: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED ,OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO .. THE GARAGE. 4. AS PER FBC 2007 SECTION R309.2: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 'Y2 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/ -INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK I 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. 2. REFERTOTHE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS ROUGH GRADING, ON-SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL. ALL CONCRETE FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL. BOTTOMS OF FOOTINGS SHALL BE 1'- 0" BELOW FINISH GRADE (MIN.). 4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN 1/z THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 6. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED, 8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 9. EXCAVATIONS TO BE A MINIMUM OF 3- 0" BEYOND NEW FOOTING LINE. 10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED ,WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS'TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST'EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE; ACI 318. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS. 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE'/". 4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 3/". 7. PROVIDE 6 -MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS-ON-GROUNDWHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION.. MASONRY 1. DESIGN MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES, ACI 530.1 / ASCE 6, LATEST REVISION. TYP" 2. CONCRETE MASONRY UNITS SHALL BE GRADE " EIII ORE UAL AND IN ACCORDANCE WITH ASTM C90, STANDARD N Q SPECIFICATIONS FOR HOLLOW LOAD-BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF Pm =1500 PSL 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDAR/ TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITHII,ASTM C270, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TIO BE 318 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN'/ INCH AND NOT MORE THAN 3/ INCH, REFER TO FBG 2007, SECTION R607.2.1.1 FOR MORTAR JOINT THICKNESS TOLERANCES, 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS: 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN OR, IF A STACK BOND PATTERN IS TO BE USED 9 GA. HORIZONTAL JOINT REINFORCEMENT, FOR 24" IN ALL DIRECTIONS, IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16" ON CENTER (MAX). REINFORCING STEEL 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 3. WELDED WIRE FABRIC SHALL BE 6" X 6" - W1.4 X W1.4 AND SUPPLIED IN FLAT SHEETS CONFORMING TO ASTM A185. LAP SIDES AND ENDS A MINIMUM OF 12". LOCATE WWF 2" FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. THIS REINFORCEMENT SHALL BE SUPPORTED AT INTERVALS NOT EXCEEDING 3'-0".FRCR506.24(2) 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25". 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" B. CONCRETE EXPOSED TO EARTH OR WEATHER: I. #5, W31 OR D31 AND SMALLER 2" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: I. #11 AND SMALLER '/11 D. BEAMS, COLUMNS: I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 11/" 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI -2002) E. APA- THE ENGINEERED WOOD ASSOCIATION I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN PINE#2 (MIN.) STRESS GRADE LUMBER, UNO. F,b = 1,500 PSI Fv = 175 PSI E = 11600,000 PSI STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE STUD GRADE SPRUCE PINE FIR OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER 2007 FLORIDA BUILDING CODE, SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO FBC 2007.. 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE APA RATED 7/16" OSB EXPOSURE -1 OR 112" CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE APA RATED 5/8" OSB EXPOSURE -1 OR 1/2" CDX PLYWOOD. 1/2" CDX SHEATHING SHALL BE INSTALLED WITH THE STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. FLOOR SHEATHING SHALL BE APA RATED / SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND NAILED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11. WALL SFIEATHING SHALL BE APA RATED 7/16" OSB EXPOSURE -1 OR 1/2" CDX PLYWOOD SHEATHING. 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SO. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FORAPPROVAL AND TO THE STRUCTURAL ENGINEER /FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2002 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/240. 17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TRATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 18. TALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC. 3. CONDENSATION LINES SHALL BE MINIMUM 3/" PVC (SCHEDULE 40), INSULATED WITH 1/2" AMAFLEX, 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO THE 2007 FLORIDA BUILDING CODE. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO THE 2007 FLORIDA BUILDING CODE. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN TWO COATS, 2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM -C926 2 -STORY GYPSUM BOARD UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR 3112 I'fk rNGWOO D FL 32750 PH- 407-774-6078 407-7744078 www.abdesigngroup.com AA 0003325 TUSCA SOUTH LOT X12 1 FLORIDA .................... . . . . . . -- , ® 12 15. 10 Fa LI N l 0 �a Lu Q � U TUSCA SOUTH LOT X12 1 FLORIDA .................... . . . . . . -- , ® 12 15. 10 LI N l 0 m m Eor3ffoipl FOUNDATION I'LAI'1 24'"X24"X12" CONIC,. PAD U)/3-#5 5A5 f.W. ON CHAIRS MIN. 3" COVER A R C a k I 6 E hT UNIT 511` P50N W5 SECURE 6T AP TO OLL STRAP CONC, W1 C2)- /IG "X2" F, EOUAL TAF-CON"5 (UNIT SECURE STRAP TO CONC. 6LA5 W1 (2)'05x1 1/4 5HT MTL 5C EWS r,,--, I T ON (Ue--A1 0 PAD DETAIL A R C a k I 6 E hT 7171 t4 TUSCA SOUTH LOT REHM 7171 t4 TUSCA SOUTH LOT B 1 )N� �'iV tl Cn 1 Y eJt 1 1 t� 1 rel )N� �'iV EGRE55 L— 9 25-6H EGRE56 '9. •4 .. 3' i'. .:. 'Y OF I& -1 ;1T aRF22-0 /1T 5F24 -15/'1T aF24-05AT LINTEL LENGTH TYPE C<JMMENT5 NO, L I 4'®&n 16-05/1T L 2 4'-6m aF1(o-015/1T L 3 4'-6" &F16 -05/1T L 4 4'-&" a P22 -05/1T L F, 1-11-411x1^28-15AT !- 41-61' 8F16-0�5/1T -1 41-(:211, W1(::�-0/1T L a 8F1/ -015/1T L lib 4,a� , 16 -05AT L 10 -f'- OF24-15AT L II �'- 8 16-1BAT L 12 `-�° 1&-15AT L 13-I'- fi2si-i�r1T COPT. 6006, 8" PRECAST W/ 2®P RECESS DOOR U—LINTELS (__1.AST-URETE LINTEL. S('�HEDULE UPLIFT LATERAL �TTI'lr=g 6-tr SR�im-tr aWA-It eRNE 1T 0 2 -IT OM6.-1 4 alcU L�NG RF( -2T sWO-2T e.RFw-2T s1`�ie-2T as�z-2T 9FP2�-z 30-2 4' -4' C a? "1 PRCAaT 12�q 1 1513 a413 3ad?O 4112: d961 5225 Q 1244 .1519 2.339 3110,400a 400 5k996 32, �3a a I5Aia AT TOP 1192 1501 2311 9121 9931 415v 55'11 �'- (54') �R caaT 923' $53 SAFE LOAD TA5LE NOTE& 1192 1455 224fZJ 3Ga3aa 3837 4 43 5433 111N, A � Q' a. 1-1/2' GUAR /r� GENERAL NST � W+ 1112 1195 '242: - 3055" 9Ca219 4325 r�FT� ;�r eL I. All values basad on minlmum 14' In aring. Exception= Safe loads far unfilled TTF E PE61GNAT�ON � �5'-8' (68') F'RLC,4ST1132 1141 2951. ?91B 3lofl3 42 PJ 501 501 924 1. f'a recast 1lntels 35� ai 1. Provide full mortar head and bad faints. linta-la muat be reduced b 20? If b ,9ring length is IGss than ;235. 29r�5 3551 �i19B. ' lu 2. Shiorc filled lintels as res uire;d. Safe loads for all recessed lintels based on 8' nominal bearing. = �fLL l7 IUITl1 GROUT i tl = UNFILLA) &9 1138 1142 ' 5,-10' Cid") F'I�rCAst 4&a d(p`d 2 f'a pr�etreaaad lintels ��� psi: 3. Installation of lintel must �com I with the architectural and/or structural drawings. 8. 2. N.R. = Not Ratecl. 5 1p99 1r 7 88 2821 349"1 4166 3. Vc. rout = a�POO 5i w/ maximum 3/8' a re ate. g n g g� g QUANTITY OF I Lir1%' AT r L1ntla ora manufactured with 5-I/2 long notches at the ends to accommodate 3. Safe lydrls are total superimptasad allowable load on the section pacified. OTTCM C L1NTL CAVITY z 4 Q 118 882 1513 2¢J42 2373 31P17 3 42, �. Concrete masonry units ('MU) per A$TM C Ul/ &,-a, (S�').PRECA6T - e30 1100 vertical call reinforcing and grouting.. 4. Safe loads Lased on -grade 40 or �rdde 6;D field rsbar. _ � '" � :ate .�F'OUT. minlmum net area compressive stir th - IWO psi. a � Ila 95ro tWea .19 1 9509 3ID35 35rv3 5. All lintels meet or exceacl LI-MoO vertical cleflecticn, except lintels 1i'-14° and 5. Additional lateral load capacity can be obtained by the designer by providing 327 f 5. Rebar provided Ir j� recast lintel per ASTM A615 GR&O, ,/ z � Faa?r E+91 1325 1810 2221�a3 longer with a nominal height of meet or exceed L/180_ add'ioral reinforced masonry ab�ave'the grccast lintel. V=1'a 7 -ka C��')1�R CAST 110 Z41 Fi�ld,rebar per OSTM AE�15 C�R�4Q�,ar CxR6�. I 1 ] T � a REBAR AT BOTTOM s 4 i9 a 1 i�ra 2225 2/c 9tZ+ 315 i, (o. E3ottom fleld added rebar to be lcacated at the bottom of the lintel cavity. 6. One 0'1 rebar ma be substituted for two 05 rebars in 5. llntele onl . 6. 11restressing strand per ASTM A41.sa grade d Cir LINTEL CAVITY a3 15 0 '1995' 7. x/32 diameter wire stirrups are welded to the ka�?tt�m 5t 1 For mechanical' -,rete ago. i. The deaf ner mac imvaluate coneentratr-d loads from the cafe load tablea b 33 �8 11 14 11 4 a y i 533 4 2 i low relaxation. J _ _ N tWl TW OMiNa4L � rol4 res gaits lintel 111 lieu of concrete masonr units. _ QUANTITY oF'"a .. 51 lace concrat., ma be provided in com n I S. Cast in REINFORCING res) �CASi` awe the ref support. —\—BOTTOM E1NF � (li i�R ...533 52'i 19 139 128 ' 2$D88 245 i. '1/32 wire per ASTM �51�. I� � K� Ka eJ �alc�ilatlne� the maximum g y pp ximum r�®1s$in mcm�nt and shear at cl frrm faces � R puc vai WE ri5x �c CARAPE, FIELD L� aa� " a. Mortar per ASTM C2 -l0 tSpe M or S. Safes icaad ratings l�agsd an rational claaie�n analysis per c�i 31� and AGI 53 �. For ccmpoelte lintel heights not shown, use safe load from next lower hair�ht. 1I iN i�"°�T p s3AR AT TOP Y 1- res' cTU�- PROA ED IN LiNTEL 'Z. All safe loads in units of wounds per linear foot. 6 NOMINAL W1TN (VARIEW aF2&-1 /1T Y T SCAUTH LOT #12.. -.J C 14 9 (D5 WEKIWA LINiTEL SC�dE1�ITTi,E 12" LINTEL GRAVITY LINTEL I.1'eGJiNl NW ww Fjvcg®i 0 11)111 El UJ E',, I W A BAFE GpAVIT r LOAP5 (F'LF) :CNC FTE C U A" / INC., 13'oraet w - P.U. E30X 2-1c z1=1-1-Woop, r -L 3211�0 i^fl •. F=LAW (401) 086-2DII 8 i? -a -'JL 1-800-b54-513aJ 1=AX 401-556-01'35 LINTEL LENGTH TA'P'E COMMENT5 pRECAat 601) '3 N2fa00 0000 1001H0 L-2 4'-6" /l-CQ1UI� L-3 41-ol 3'-6' L-4 4'®6° 5/22-5-IU/OL F=LEV. "A'415' R CE55Kp L-�, 11'-4" 8/20-5-ILI/1L '10000. 1 0 LQJ000. L -(o 4'-6' 4'-0" L-1 41-('/1G�-5-IU/tL 1921 L -5 4'-6' 0000 l 7) 4I -6I 100ft70 L-10 1 -Ga - 8/24-5-1U/1L L-11 (01-6" ai1b-SAIAL L-12G�" -1113 a/10-6-ILI/1L 10000 1000® 0/24-6-WIL OFT. 6060 5c 1D C 14 9 (D5 WEKIWA LINiTEL SC�dE1�ITTi,E 12" LINTEL GRAVITY LINTEL I.1'eGJiNl NW ww Fjvcg®i 0 11)111 El 1'-8' BAFE GpAVIT r LOAP5 (F'LF) 9'-p° 13'oraet w - ..- ::.......................::.RENF'faRC NTiii4•iiiii::.:'riF.F..i :::7"R9NFpRC BJI?-`f:;?:? TOTALW. WK LFT i^fl •. F=LAW B-6 8 i? -a -'JL 8/16-8-0 /18-5-0 B/31 -6-O B/2^S-0L a,94 -9-0L L B/6^.0 -IL. B/I?-a-1L a/lh-B-IL aAW-a-1L 8124-5-1L 8118-9-.1L B/32 -8-1L 2'^t®" pRECAat 601) '3 N2fa00 0000 1001H0 10000 10000 '; 0431 10000 10000 100lD0 10000106G'00 t >om 3'-6' pRECAa'I' 2603 011 3339 Iakzl 0 10000 '10000. 1 0 LQJ000. 4011 10aw 10000 WOW 10000 10000 101000 4'-0" F'EG 451 1011 1921 6133 9515 0000 10000 10000 100ft70 2911. 1859 19)O 0 10000. 1000010000 .10000 4'-/0' PRECAST 1398 22-14 5018 -1113 9284. 10000 1000® 2214 5412 100W 10000 10000 '10000 b 2 7116"Pk'ES"!1'/FSS 2 I'1 EGAST 12W2111 4660. 6588 8520 10000 -10000 iz000 2111 413W 10000 - 100010 10090 10000 IKAPW 5'-4' V'�R�CA3T 100% .1651 340 5 443 6233 1658 W11 moi0 1651 3556 6431 Irwoo 1P00f1i 1�0 1000F? 5'-10' F'MCAST 848 1461 3001 5111 Dow 10000 1F�000 1200® 1461 300 t 5111 aaw 10J000 : 10006A 1( 000 6'-6' F'RECA3T -110 1232 24401 393`4 & 250 0589 10000 100N00 la3? 1440 3934 6260 10000 1owa> 4900f� _t . F'RECAaT 5�2 1001 t91B 2342 4346 6461 10000 1000tL� 1001 1310 2342 43462 6.461 10000 10000 1' 8" F REGAa7 544 3160-415 28t9 4131 6010 ' 92460000 FAAAHKaTHB 915 1049 2819 4131 6010 9x45 L >WO 8' -QJ° FRECAaT 511 316 1-124 2602 3-15-1 50130 1968 Ito" 316 1124. 29,02 3-15-1 5405 1950 !0000 0'-4' F'REGA9T 4B1 864 1615 2415 '3444 4866 6983 N 00 864 W.15 245 9444 4810 6983 It000 9'-4` PRECASt 411 '141 1361 199'1 21615 3"163. 5124 1061 141 L36-1 1531 2168 3163 5124 1061 10'-6' F'REGAaT 3.4{1 631+ 1148 1649 2231 2362 3083 5034 bib 11413 1643 2231 2362 3883 50J34 Il'=4" I=REGABT 315 514 1£928 1465 19624. 2566 3302 4233 514 4028 1465 1964 2566 3305. 4239 12'-0" F9ECAST 2g2 533 950 1343 1189 23152 2851 3-134 980 1343 I-189 2316 2991 3134 12'-6" 13'_4" PRECAOT F'RECAaT 2-11 255 .333 8� 1264 1+16 AM 2130 3426 i5t:� 030 1164 IF,+ -16 2181. 2130 64 221 1151 1515 1335 2426 3426 30 110 4 4 2111 1161 1616 1395 2426 30 14'-0° F'RECAa'r 1311436 lkr3 1013 1406 Ila& 2225 2141 436 163 10-13 140 11242 2215 2141 14'-B' P RE6TRE85ED N.R. N.R. N.R. NR. ALR NR NR NR. 480. 811 1234 1421 1T"19 110$ 2662 16'-4' PRE9TRE65ED NR. NR N.R. NR. N.R N.R. NR N.R. 454 -165 1160 1331 1660 2032 2459 I't'-4' 0TRE0BEt> NR N..R N.R. NR. NR NR N.P ALR. 389 652 1 982 IItt 1313 1611 199'1 19'-4" pREaTREBSEI) N.R. NR N.R. NR. N.R. NR NR 1J R. 333. 561 849 960J 1111 1415 1616 Ira' -0 F'REST4SiD N.R. NR. N.R. ALR. FLP2. N.R. N.R. N.R. 92"3 S43 212 911 1112 1348 X30 21'-4' pRE$TaaED NR N.R. N.R. N.R. N.R N.Ip. NR NR: 2 36 600 146 240 1024 1124 1441 22'-0' PtzEaTREaaEB N.R N.R. N.R. ALR. N.R. RR 1611 401 111 006 3B1 11-11 1316 14'-0' �RSTRE0aEG7 N.R. N' N N. N Or 3 6 B - NJIa luau T'Scs.:unmtea u..x.v Nm - rpt B" LATERAL TABLE I.1'eGJiNl NW ww Fjvcg®i 0 11)111 El 1'-8' Fier ®k 2M 640 9'-p° 13'oraet w - ..- ::.......................::.RENF'faRC NTiii4•iiiii::.:'riF.F..i :::7"R9NFpRC BJI?-`f:;?:? 12" RECESS DOOR HEADER 2079 LATERAL TABLE ¢`.w Firocae4 njo r ,2°�, / LKI WI Tt7 �4'- 6EPKaTNO 1Ln a --TOP LECaRAR9: ,�. raKtP'r. Rd W LEI.TWB �i FLORID �q�' TA I ¢'-4' fraceat 192 T- '; -1/92" 7iTIRRIlP�3 � 4'-0" C�/G Nor" _71-1131m®® L.O T-8' To WA" 7-8". ro 8.A" •:. -, p 1 ". (1) cC�ITIA&1GRJ8 CC 'TIOi�lAl.7 -121 0) ma CONTINUOUS ¢J ��®�lttttttttttl���� 2 7116"Pk'ES"!1'/FSS 2 r- - "A' ®A.RB !MAIN REM.) 0EE BcHEPULE �® ti.,l L:ult - R@ERTO t811EL9ECtILid PUIF�IF4R��DTkGAU1141Y3 --plv 'L9' k3AR8 - SEE 6CI-E1`?tdLE 1 � 1732° 5TIF4Rtlf'5 AT 4'-0" ac 4 1 n n � �'��.' / C ' O YG�� �". milt]• 4:1', (u GcxrTlNu�ua TYPICAL LINTEL 8"W SECTION TYPICAL LINTEL $01X °' RECESSED SEC -PION DEL D x16" �rtociCout �L oc34 IONAL r6T �1 pgI G mGGNGRETE PILL�ER IN HELP) TOIL LpE�G• DARBB, / ed�8 • .4 FAAAHKaTHB V�e*WF' Tp 1 -D.''EAL�A vY4 6 c+lltlJ _ WF CI) SCCNdTIP7lallB (OPTI ^.g '1132' STIRt IP'9 w 4'-01' G/G ZONAL SD D ?-^. D, �l -9- , I TYPE E PF -51 N I IQI 4 ��m CA LL A � � ;_. . _ ell .... pY e 1792" BTIIUI®3 AT 4'-0' ec �' a giAR5 (MAIN REINF,) " NOMINAL IUIDTH/HElOW cr LINTEL ® :. ®�!E?•�"3!� -121 BEE OCNEDULE '13' 15AR5 - BEE 8c4-IEpuLE PLAIN OR 9Ol.lU LINIMI PHI 1 /15/10 �/ q/ -el- D9-.0 D -®D9 scAu�e ® 1A �� cif.=.���.a'%'i��'i�7� Ili LNn_ OF ADDITIONAL PARE IN UT FER TYPICAL COMPOSITE LINTEL SECTION TYPICAL LINTEL 12"xV SECTION OR LOMR LINTEL GAvITY SHEET a f t 8 N Nm - rpt B" LATERAL TABLE B" RECESS DOOR HEADER LATERAL TABLE i E i?OOf1 NEkPEP SAFE LATERAL LOADS (PLF) B' F�C58�p L�FI}i i $• � A�P FLLEQ 9"•G' 6'-® I.1'eGJiNl NW ww Fjvcg®i 0 11)111 El 1'-8' Fier ®k 2M 640 9'-p° 13'oraet w - ..- ::.......................::.RENF'faRC NTiii4•iiiii::.:'riF.F..i :::7"R9NFpRC BJI?-`f:;?:? 12" RECESS DOOR HEADER 2079 LATERAL TABLE ¢`.w Firocae4 njo 7EQ 1 ,2°�, / LKI WI Tt7 �4'- 6EPKaTNO 1Ln a --TOP LECaRAR9: ,�. raKtP'r. Rd W LEI.TWB �i FLORID �q�' TA I ¢'-4' fraceat 192 T- '; -1/92" 7iTIRRIlP�3 � 4'-0" C�/G L.O T-8' To WA" 7-8". ro 8.A" •:. -, p 1 ". (1) cC�ITIA&1GRJ8 CC 'TIOi�lAl.7 -121 0) ma CONTINUOUS ¢J ��®�lttttttttttl���� 2 7116"Pk'ES"!1'/FSS 2 r- - "A' ®A.RB !MAIN REM.) 0EE BcHEPULE �® ti.,l L:ult - R@ERTO t811EL9ECtILid PUIF�IF4R��DTkGAU1141Y3 --plv 'L9' k3AR8 - SEE 6CI-E1`?tdLE 1 � 1732° 5TIF4Rtlf'5 AT 4'-0" ac 4 1 � n � 4:1', (u GcxrTlNu�ua TYPICAL LINTEL 8"W SECTION TYPICAL LINTEL $01X °' RECESSED SEC -PION DEL D x16" �rtociCout �L oc34 IONAL r6T �1 pgI G mGGNGRETE PILL�ER IN HELP) TOIL LpE�G• DARBB, / ed�8 • .4 FAAAHKaTHB V�e*WF' Tp 1 -D.''EAL�A vY4 6 c+lltlJ _ WF CI) SCCNdTIP7lallB (OPTI ^.g '1132' STIRt IP'9 w 4'-01' G/G ZONAL SD D ?-^. D, �l -9- , I TYPE E PF -51 N I IQI 4 ��m CA LL A � � ;_. . _ ell .... pY e 1792" BTIIUI®3 AT 4'-0' ec �' a giAR5 (MAIN REINF,) " NOMINAL IUIDTH/HElOW cr LINTEL -rc�a"A" PAM (MAIN FFINFJ 3EE .8c1- >auLE -121 BEE OCNEDULE '13' 15AR5 - BEE 8c4-IEpuLE PLAIN OR 9Ol.lU LINIMI PHI 1 /15/10 �/ q/ -el- D9-.0 D -®D9 scAu�e ® 1A Ili LNn_ OF ADDITIONAL PARE IN UT FER TYPICAL COMPOSITE LINTEL SECTION TYPICAL LINTEL 12"xV SECTION OR LOMR LINTEL GAvITY SHEET a f t 8 N M ."■ B" RECESS DOOR HEADER LATERAL TABLE i E i?OOf1 NEkPEP SAFE LATERAL LOADS (PLF) B' F�C58�p L�FI}i i $• � A�P FLLEQ 9"•G' 6'-® I.1'eGJiNl NW ww Fjvcg®i 0 11)111 El 1'-8' Fier ®k 2M 640 9'-p° 13'oraet w - ..- ::.......................::.RENF'faRC NTiii4•iiiii::.:'riF.F..i :::7"R9NFpRC BJI?-`f:;?:? 12" RECESS DOOR HEADER 2079 LATERAL TABLE RECES$ Dl7CR hIEADrmR SAFE LATE LOADS (PLF) ,TctAl T LY �ECE@0Eq p' PEC59Pip FLLEU ..- ::.......................::.RENF'faRC NTiii4•iiiii::.:'riF.F..i :::7"R9NFpRC BJI?-`f:;?:? Frec4at 2079 321PD ¢`.w Firocae4 njo 7EQ 1 ,2°�, / LKI WI Tt7 �4'- 6EPKaTNO 1Ln a --TOP LECaRAR9: ,�. raKtP'r. Rd W LEI.TWB �i FLORID �q�' TA I ¢'-4' fraceat 192 12" LATERAL TABLE LINTEL SAFE LATERAL WAD5 (PLF) 1 we T' P6&1M r!'Dr8' FW.515 Y y i LO T 12 r LINTEL REINFORCEMENT SCHEDULE v wr8I r�7Nc. 3®P0 p�81 Glc. r -11.1 ILL (U 05 GO'r1TINWUS -- == r•ia91f�6 ....:::..:` '1211'n.......?:F:'A'R6 ..- ::.......................::.RENF'faRC NTiii4•iiiii::.:'riF.F..i :::7"R9NFpRC BJI?-`f:;?:? - (GONGRR1 PLAGEP IN FIELD) � EG RAAG �,�p par Gc`1Je. SILL i' GNCRETE R'i-.ACEI3 IN FIELD) G '�" -6 I�I N ARCHITECT - i:6NCH:i3i ' 7 -lir ,2°�, / LKI WI Tt7 �4'- 6EPKaTNO 1Ln a --TOP LECaRAR9: ,�. raKtP'r. Rd W LEI.TWB �i FLORID �q�' TA I ro ro T- '; -1/92" 7iTIRRIlP�3 � 4'-0" C�/G L.O T-8' To WA" 7-8". ro 8.A" •:. -, p 1 ". (1) cC�ITIA&1GRJ8 CC 'TIOi�lAl.7 -121 0) ma CONTINUOUS ¢J 11.4' 2 7116"Pk'ES"!1'/FSS 2 r- - "A' ®A.RB !MAIN REM.) 0EE BcHEPULE ti.,l L:ult - R@ERTO t811EL9ECtILid PUIF�IF4R��DTkGAU1141Y3 --plv 'L9' k3AR8 - SEE 6CI-E1`?tdLE 1 � 1732° 5TIF4Rtlf'5 AT 4'-0" ac 4 1 � n � 4:1', (u GcxrTlNu�ua TYPICAL LINTEL 8"W SECTION TYPICAL LINTEL $01X °' RECESSED SEC -PION DEL D x16" �rtociCout �L oc34 IONAL r6T �1 pgI G mGGNGRETE PILL�ER IN HELP) TOIL LpE�G• DARBB, / ed�8 • .4 FAAAHKaTHB V�e*WF' Tp 1 -D.''EAL�A vY4 6 c+lltlJ _ WF CI) SCCNdTIP7lallB (OPTI ^.g '1132' STIRt IP'9 w 4'-01' G/G ZONAL SD D ?-^. D, �l -9- , I TYPE E PF -51 N I IQI 4 ��m CA LL A � � ;_. . _ ell .... pY e 1792" BTIIUI®3 AT 4'-0' ec �' a giAR5 (MAIN REINF,) " NOMINAL IUIDTH/HElOW cr LINTEL -rc�a"A" PAM (MAIN FFINFJ 3EE .8c1- >auLE -121 BEE OCNEDULE '13' 15AR5 - BEE 8c4-IEpuLE PLAIN OR 9Ol.lU LINIMI PHI 1 /15/10 �/ q/ -el- D9-.0 D -®D9 scAu�e ® 1A Ili LNn_ OF ADDITIONAL PARE IN UT FER TYPICAL COMPOSITE LINTEL SECTION TYPICAL LINTEL 12"xV SECTION OR LOMR LINTEL GAvITY SHEET a f t 8 BDRM•#U#U X4.7 r_.,-.®®_3 i 2 -CAR GAR. k.7.d.(,(b��.1'aAp&. �� RM -J ®1VA NOOK w - Field placed masonry units Nominal Width Dimension (inches) • q . • Held Uplift Reinforcement ("U") RT_X2�0 _1'G f 2 , Feld -Poured grout A a A Feld Placed #5 Barts) Reinforcement L =Uplift ar G = Gravity) > 4 Namirial Depth Uimension (inches) _ �+ Held placed masonry units P = Poured Grout; E = Precast Only (Empty) v1I III" Feld -Poured grout I -or Door Header' I depth shall be designated by a 2" reduction' in', nominal depth and the letters Feld placed G,avity Reinforcement ("G") 'RDH' will be added after the nominal width. Pmca-t Section (reinforced " per.typical specifications) I iniel Product UescrijAian Nomenclature Width SAMPLE 5ELEC110 FROM ALLOWABLE LUAi3ABl_-E: Width and Depot actual dimensions 3/8" Product Description: P-WO--OB/2A° and required length: 5' 10" less than expressed (nominal) dimensions. (Maximum allowable span for rintd Is length minus 13") Allowable gravity Load (per front). 3,238f- - L-11 PIllowable Lateral Load ,(per fbot); 1,285# Aliowrabie Uplift Load (per -foot), 3,81.0# INCH T L aXsaaa P 8 X12 -0G GRAVITY V Y' E -13X8 P-8X1frOG -P-8X70-UG P-8X2+OG r NGTH -TYPE P- -1G P -8X12 -1G P -$X16- Ic P -8X70-111 P-BX�aI [G 1' INCH LTi�EL (34") PRECAST 2,887 3 89 1319 9 772 12 224 14,677 k 219 7,552 10,005 12,457 14,910 3`-6" (47") CAST 7, 8fl 1,947 351 -5,792 712, 8,467 2,175 4 6,9W3 8,721 10,413M r r °..q°` (411„) PR CAST 1,71 1,136 3,Qa` __3,,976 4 895 5,813 1 187 3 5 2Zfl 7,114 8 515 2,571 (54") PRE Si 1,46(1 965 2,192 898 3,567 4,236 008 _ _ 2 349 41 5.6fi0 7 188 S'-4" (64") PRECA. 1" 1,165 7 13$ 1 191 2,61 3 985 5 359 __.8 1 "E.'.26 2 749 74 5 479 5'-10" (70"} PRECAST 1,040 733 1451 2 028 3 238 4,448 764 1092 2 143 3 353 4 563 6'_6" (78°') PRECAST 9q7 692 982 1 270 2.572 3,666 720 1010 1`582 2 676 1 3,770 _ 1' INCH LTi�EL (44") _.,. rli�LIFT l.A'a'Ei���, _,• 1,989 P -8X8-11! P -0X12- U P -8X16 -1U P-8X20.1U P -8X2 lU P -8X28 -1U P -8X32 -IU 8X8 P•$X$,71'S AUIELi Lr,.NG H TYPE E -8X8 P -8X8 -2U P 8X12-2 P 8X16 2U P-8X20-2UP^EX24 P-LiX28-2UP-8X32-2U 2.'-10" (34°') PRECAST 3,533 4 074 812.03_ .. -] 1335 14 294 17 253 20 212 23,171 3467 3,487 10,396 4 074 $ 203 .J. 335 14 294 17 253 _ 212 23,171 3' 6" (42") PR�GFI6T 2,571 1,9114 4 845 ,747 10 059 12 141 14 3 lfi 305 215.,5 2,525 5,451 -_ 1 94q 1545 4/ 10 QS9 12,141 14 16,305 4' 0" (48°`} PRECAST 7 13$ 1,256 _ 3 404 5,V7 8 150 9 943 0,216 3353 21092 2,092 3,741 1 256 .. a' 404 5,7 kS 150 9,943 3 353 4'-6"' (54°') PRECAST 1,8321 i 079 2 410 4 41 6 427 $ 426 0,5'15 1 315 1, 642 1, 641 2,7.27 079 Z410 4419 6427 8,426 15(64') 2,192 2,898 PRECAST 1,481 h 1 368 3009 4,671 _ _ B 056 .__--__-___^_^_ 2 349 W154I,,091 81 1436 1,436 1,763899 1 4.55 3 009 + 34n 37- 5'-10" (70") FRECA5T _,J30 ' 80H ? 232 2 332 3 81096 1 166- __ _--.---^_�___ -^_ 857 _ --- _ 0.000 1226 58 1,285 1,285 1,411 808 1 308 Z332 3810 5 818 24 733 i 'RECAST 1.,027 41448 ,__-j7491 6,051 i 3 038 3.SOS5,131 __W__.__._«___ 764 f(78°`) 1,127 1,127I 4 56 I ; 34 : ,221 1,6Ck} :(138 376' h54 8 I o --d RECESS LINTEL LATERAL --�Ei � � E -8X6 -RDH P -53X6 -RDH ADDED ##5's �m 31-811 m (44") PRECAST 1,989 1,989 4,171 -4--0°' (48") PRECAST 1,761 1,761 3,743 11, 4" (52") PRECAST 11581 1,581 3,014 ill , 611 (54") PRECAST 1,504 1,504 2,727 MS' -`8112 (G�8") PRECAST 1,121 1,121 1,516 51"101' (7011) PRECAST 1,081 1,081 1,41.1 6'-8" (80") PRECAST 920 920 1.,021 71''0" (84'") PRECAST 868 868 -' 909 w 7'-6" (90") PRECAST 801 801 /73 0,216 (1.1.6") PRECAST 598 598 432 CONCRETE LINTEL PROPERTIES AND SPECIFICATIONS: NS: w Applied vertical load + Applied orizontal ioad � 1.0 GRAVITY Safe vertical load Safe horizontal load 8 CH_ LINTEL -=-IGP2-OCA P -8X16 -OG P• -8X20• -OG P 11X24 0GFPE 8X28-0G P -8X32 -OG PRODUCP DESCRIPTION: E 8X8 P __________ __ _»_»-_______.,.___ v______.0 _ 0000_ 0000_P__-- LEN�TI TYPE i�-2 1(3 P -8X16-1%3 P -8X20 -1G P-8X24-1Cx6X28 10 P-87(32-iG ed above an opening in a mason wall. The A eel reinforced concrete beam deli ned to be etas p g ►Y - t 9 '� NJA- NJA _---_�_N.��a___ __.,__!�.�A -___ .__.._ �I!�! --«., NL=� __-_ � A . .0000__ __a___l_____.° - east concrete beam with a U-shaped dross., ALLOWABLE LOAD TABLE NOTES, I „ 76'" PRESTRESSED N/A primary element is a steel reinforced high strength pr 1 __R__________ __P_____^ __ - 'I -son units may he placed on to 14-8 (1 )__L992644 3,233 3,478 section,which can be rout'illed (poured) or remain empty. Masonry n y p p 399 772 1,327 2N A N/A NJA g (P ) For beam heights not shown use tabular values fol next lower height. • : - • - 1. o h , '' N/A._..NSA-000,0___«�!�'___a .__^_N!_ __wL _w__«^------- ith rout to form a deeper section for additional load g0000___ _ _. cif this primary beam element arra Poured w g P t 15 -4 184 PRESTRESSED N/A P _.._�__0000 _ 436 2,980 3,205 'steel reinforcement may also be added). 2, For beam lengths not shown, use tabular values for next longer length. ( ) capacity ( r y_ 365 -701 1,285 1,835 2 3. Load ratings assume end bearings provided conform to ACI 530 and ACI 318. ESSEl7 N A __^_� -___ 2 56� �, 4, Load ratings are expressed as uniformly applied in pounds per .linear foot. 17 4 I (208) PREsTR / " 286 __ 562 1,025 __ 1,466 1 951 _2,389 MACERIAL SPECIFICATIONS: i, 5, Composite beam loads assume matdhing top and bottom Meld -placed steel reinforcing. ' N/A N/A __»µ �1�____ NJA NJA NIA NIA ,, , 6. Load ratings are net capacity (beam dead load subtracted or added as apprapnate). 181.411 232" PRESTRESSED N/A - r ,6 __ ___________�_ lintel For 8 and 12 CMU construction: 3,5007 psi (f c) U p g { ) _� »»_ _-0000. _____________ P 1. Precast, non -prestressed of 1 #5 vertical' reinforcing bar in each beam enol 231 457 840 1,200 1 606 1,968 2,111 . - c 7, Uplift ratings assumeplacementg N A N A NJA NJA _ 0000_ NSA ____ .r___ A N/A or 8 CMU construction, 6 af30 psi f P g L_..____ 2. Precast prestressed lintel f p ( ) _____ Phooks into cells, I 1+ 1 r ++ L______ .0000 continuous to within 2 of the top of beam with h 21 _ 2�6 PRESTRESSED N/A -----LL___ __ ___ _____� H_ 0000^_ 0000_®. Size 4 ( ) ^" __ 8 7011,009 1;348 1,653 1,071 . e 6476 w1tPi ri'laXlmtim aggregate siz "_ ..189 37 3, C;ratit compressive strength 3,QOil psi (f'g) per Ami ,. „ , .. 8. Lateral load ratings assume grout filled cells at each end of the beam spar, with a _- I --- N A N A NIA NJA Of 378 and a slump range frorn 8 to 11 . + N A N/A N/A ----_,,.,�--____.__.«w_�_:_ i of 1 #S vertical bar. 11 " SEC) N A ______L______ _____M______ _________^ ^� 1 603 M C90 a minimum 1900 psi net are, minimum 21 O 264) PRESTRES / 4, Concrete masonry units spoil conform to ASTM with I p , ( � 1.68 339 63Z 912 1;219 1,478 _ �. 9. Tables may be used for concentrated loads by translating the applied moment into an ° ivC strength, i J / ________ __ corn rss 9 N A N A _N/A _N/A -- 0.000 N/A ___ "_«_ NLA NJA P equivalent uniform( distributed lead. 0000 .._________.__.^_ .,,v_ __...,�_ __.. 00_ _____________• 1]):P=KERESSE�D _.. , II c N A 1 2O0 124 1y 1 288/ �14 ,Q 2 O680 5. Steel reinforcement ir► precast: lints[; -ASTM A61S, Cyrade 60, „ 0 4 ( 119 246 468 - r strand in recast lintel: ASTM A 16, Grade 270, low relaxation. Iii. Tabular values assume a 6177 bearing at each end., Reduce tabular values by 20 fo for _ - 6, Prestressing p � -reinforcement added in the field: ASTM A61.5, Grade 40 or 60. 4" bearing. 7, Steel 8. Mortar: ASTM 0270. Tvoe M or S. 11. When Grade 40 reinforcing is used, tabular load ratings must be reduced by 20%. III GENERAL STRUCT-URA& NOTES: e UPI LATERAL E RAL I' ., S IAC NTlE1. 8mql-p� -8X12_10 P -8X16 -1U F -8X20 -1U P 8X24 -1U P 8X28 1U ^-8X32 1U AnIDE 1. End bearing: minimum 6-172. P -8X E-8X8___m__.___ _ _ ^_ _._..-________E-8X8 P_8X8 ___ _________» __ 0000_«^«^0000 __ _ Z. Foil mortar joints required. LEI TH TYKE P 8X8 -8X12 -2U P -8X16 2U P -8X20-10 P -8X24 -2U P -8X28 -2U P -8X32 -2U - 3. Untel installation must conform to project drawings. 524 682 848 988 1,142 -, _ 242 332 v____----0000 __w__. -d______ ;N A ' 382 NIA at ba tom o lintel caw may be added in the field. �, PRESTRESSED NIA ___a� _ __ __ ___^-_-0000__ ______W ___m __»«.0 0000^__,_»_e___^0000 1 893 J I 4. Steel reinforcing bar bot f i cavity Y 14 13 (176) PRESTR J 7 t each lintel end. 2413 396 672 977 1,356 1,65 4 I 5. Vertical reinforcement and grout may be placed in 51/2" long notches a O fi41 782 919 1 066 ��CL�ENGINEERING, INC 226 309 502 ____________,__®_____«.,«_". ____-^_ ____P�___^_^- .N A 365 N A I 318 and ACI 530 based upon ^_________� _ ._�_________w_ «__^^n___�___ __ / J 6, Allowable load ratings (tabular values} conform to AC 15 -4 (184) PRESTRESSED N/A � ce FAUX 357577 „ - 231 _- 370. 616 912 i 243 1,587 x„_81.2 Post (af�i, 1 rational analysis. 191 261 424 548 652 773 868 312 N A C �IfIeSVille, Florida 32635-7,577 bottom ___n_________ _____________ __�_____ __.._. ^^__ _^__ __ 0.000- 0000_. __ ___» ««___^«._^ __ N/A J 7. Mechanical anchorage provided by 7/32 ills» wire stirrups welded to the b 17°-4`" (208) PRESTRESSED N/A 194 301 5069 057 1 024 1,294 1,464 Phone; (352) 331w1573 Fax: (352) 333-6 longitudinal reinforcing tzars. _ 165 _W__ 231__-- -- 354 458 578 655 ___-762^� _ N A 267 N/Ai3$690 Poured i face concrete tris be laced above primary precast lintel as an alternate to '- „ PRESTRESSED N A -__-----____m_ ------------------�_---_-------i______..___^^_-_..^p__ 1237 J S. Poi lr ri p Y P 19'-4" (132) / routed CM to farm the composite beam. 169 259 43.y b32 851 1,109 , i 9 P 141' 1.97 312 402 501 --- 663 N A t 0 meet or exceed 1801 m __- ___ _«____________,. ^0000___ 4___ __ ___s__ __ J 228 N/A 9. Intek with a nominal height of 8 and tangs! than 17 256 PRESTRESSED N A -- ___-1 __ _ _ __ 1 052 • ratio. All other lintels meet or exceed L/360 deflection ratite. 142 194 382 554 732. 924 1 deflection - -, , 1313 194 301 384. 473 562 632 ' a exceeded b the dead load of .------------- ------^------ N/A ; 219 N/A 10. When allowable load capacity of a precast unfilled lintel Is Y ,SED N A _____________ 0000 ________ .__�____^0000_ P �• 22'-0", (264) PRESTRESSED J - ucdon Ilntels shall be shored at 8' O.C.Oc140__ 225 356 513 691 875 1,004 grout filled cc rnpaslte hotel during cvnstr 110 of its Specified 125 181 256 344 431 501, 572 N A 198 N A maximum arta shoring maintained until grout reaches at least 8511/o p „ _..»____n____ .__�__m______r ______�_e____ .._»______dmm_.»««___®___»__ .-------- ___ ._------__-___ J J strength. 14 0 (788) PRESTRESSED N/A 128 203 321 472 608 762 884 g 1.1., Using the fallowing equation, lintels shall bre checked for simultaneous load stresses when a combination of vertical and horizontal loads ire applieu. "�.�•,aa a �n.n�Iw�n I a INCif RECESS LINTEL _ E--8X6RDH - P 8X6 RDH -1U �P-BX10�•RDi I -1u F-1 a F rTi4 F TYPE P_8X6-RDH-2U P -8X10 -RDH -2U UPLIFT-, 111 P-8X18-RC)H-1U P 8X22 -RD -1L,1 P-8X?6 i DHi 11J -261 P-8X16�ktDH 2lJ P -8X22 Rf�H-?LI P-8X2,6-RC7H�2tJ Mall.>3 dti ,cl s ^,r 4 t I " t it N. RONALD REAGM BLI'D LONGWOOD, FL 32750 rH :407-774,6079' 407-774-4078 wvvw.abdesigngroup.com AA #: 0003325 P -8X8 -OG 4a -8X12 -OG P -8X16 -OG' P 8X20.0(? P -13X22 RDH OG 0000__ __ 1'08X28 O(1_ P8X32 OG E -8X8 - P-8X81G P-8XL2•-103 P -8X16-16 P-$X20�1G �_Xg2_4�-_�q 1C,- 14 677 cm_» _ ».___^ P -8X28-1(3 P -8X32 -1G ��_�'Y 0..EN�•T1°1 'I'1rPE - 17,130 _ ___ 19,582 M.,^_^ -v_____- _--.___^.,___,_- P -8X -------------------------- 20,21.2 m _ __- P 8X-2--- __3,i 71 _ 3,893 7319 91772 '12,224 PRECAST 2,887 __ 0-----W _ 4,219 _____1 ----�_ 7,552 ...._a_r___-__.._ 10,005 ___m__^.__«_ 12,457 14,910 17 363 19 815 lO,a(]7 12,104 1,94/ 4,351 5,792 7,129 P_ ,__ 8,467 ________ ®1.0,438 9,805 ...--------------------_------- 01 11,142 __ „_»0000_ 31-[ 1' 42" PRECAST 31-61'( } 2,080 -_ «^_ __ "0000 2,175 _____�_ 4,579 ,_____________ 6,981 0000^__» 53,721 .,___ _______ «_ ^«0000_ _ .._ ___ ____T 3,259 4 239. 12,155 13,1373 0,216 10 616 1,136 3,058 3,976 !4,895 5,8)3 _ .__w__ ________.___ 6,73'1 -0000__ 00.00 7649 ��_______ ' C)" (48") PRECAST 1,717 __-0000___--__ ,__»_3_000_^µ,__ 1,187 3,259 ,w___,.^^_ ^__^..._P 5,22D _0000---___ 7,114 0,5'15 9,916 11,317 ,�0 00..00.._.,_^.,_,_^__�______-_- 1,256 1 079 965 2,192 2,898 3,507 4,230, 4�9Q5_ 5 574 (54") PRECAST 1,46{1 ___________ __ 1 008 .__--__-___^_^_ 2 349 , P____^�^_ 4 004 _ p____ __ 5 660 .000....0_-- 7 188 8,371 9 + 8,962 f 822 1 2 619 3 985 12 _ 5 350 .__^__�-w 0.000._ 6 646 v__f________�®___c_59 7 8_______ i (64") PRECAST 1 166- __ _--.---^_�___ -^_ 857 _ --- _ 0.000 1226 _ _-_ ^_ 2 749 ---- 4,1.14 5,479 6,844 7,8'77 ,J513 733 � _238 f__._^^^w__._______�.____.._,___.,a-000.,0^__ 41448 5,321 6,051 (70'1) PRECAST 1 040 __W__.__._«___ 764 ,____�t061____ 1 092 "_.,__2_Q28 2 143 " _ .._., 3 353 4 56 5 772 _6L982 ._ _____�c.748______.____ 2,748 3,958 692 9&2 1,2.75 2572-__« 3,6'66 _«_»___^M».___. 4759, ___ • _ 5,$5�_.__ 61...611 l (78") P€ECASTO7 3 031 _ -__- - -_--- .�.. _-_^_ -------------- 720 "___�-_ --- v 1,010 "___^__�_ -__- 1,.82 . _ 2,676 3 770 4,863 5,957 1 __ _« ___ _^ ___ 582 824 3,031 1,694 _ 2,602 3,5(19 _3,55,- 4,41.7 -4,503m- 7'-6" l {9O'°) PRECAST I 7E0 -- -_ -Ei[l »d _ __847__ «o_ _ _1dn68 __ _ 1,092_ __ _-1,7430-^ 2,650-- 71 alb � (84'") PRECAST _._ __.,_______.__^0000_ 494 502 11 920 1,131 1 846 1-_------•-----4-------- 2 621 3,397 -------------- 8' -6" (102'°) PRECAST 702 522 ^__ 1,215 ��____ 2 234 r __.___..___ 1,151 1,920 2,695451 3,225 _. /' G°' (90") I PRECAST 639 E730 37 825 1,013 _ ._ 1,203 2 057 i 2 749 4_ (11.2") PRECAS`i- 582 ___ _ _....^_..- __ ^_ __^.. _ 55 __ -^ "_ 0.,..000_.. ,.. 843 -_ _ _ _---___.... 1,031 -. '1221 2,123 2,814 _ -1,0492 PRECAST 394 557 721 885 _____1 081.-� 1 215 0000. 046 _ p (126`°) PRECAST 506------_a _.,910_~573 - _- __736^.. ^^ -_ -^ __ ...,�017�^ ___.1,,___ mM1,O65 1,5x3 2,103 , 2,606 411 563 714 867 1020 ® _---- -..._ l %4 __ - _ _ i --- 1 24 - _a_�� 1 L'-4„ i (136") PRECAST 11'4' 461 ___ 0000__ 426 .^^___ -_ «__ 577 "0000^ _ _ _ _ 729 ___--^-----..__ 881 „-___ 1,034 1 188 1,773 + - 411 563 71.4 867 1,020 1,174 _. 1,719 12F 0" (.1.44") PRECAST 431 _r__ ___ __ d ..426 "____________ _ 577 ________-----------0000_ 729 _._ 881 _ .__._ _^^0000_^ 1#034 ^_______w."__«^ 1,188 1,773 i _ 386 527 670 812 - 955 _ 1,099 .__ ^_a _^0000- 1 744 0000 _____�_ 13'-9" (160") PRECAST 340 0000.399_^ _ _-----^-^- 0000 541 ,_____---- ..._^ 683 "» b_»__»._ __« 826 .^_^ ^0000 9f�9 1 113 1d25S 1,383 1,57n 343 469 595 722 849 ,.. _ _ _« 976 .__.,_.. ___ __ 1,104 _ _ .__ A_ 111 011 I (168") PRECAST 285 . _-----•----- 355 ,_----.,..." 481 _ ,_--------... --- 607 .__ ___- 734 ___ 861 988 1 6 1116 1.,323 t 501 325 444 564 684 804 - » 924 » ._ _ ___1045.... l 141 811 I (17611) PRECAST 239 ----.___-___-__e___.______________ ___ 337 456 575 _ ____ 695 815 935 1,056 --- - - _ I -- ^ X87 __ __ 757 927 309 42.2 536 649 763 877 992 ..0.,..000___..-__ , 1 11 15 -4 (184) PRECAST I 202 ^^-n^_._«a_-4. 320 "__^0000___ >__ 433 ,__ »0547......._ 547 "_ 0_660 0000 774 888 1 003 -411 (104"} PRECAST 168 -__ 0000__ 316 0000 __ ®_. ,_______.,__ _ 0000 0000__ 564 727 891_ 0000__««»_®_ 1,(p55 1 219 1 384 - a INCif RECESS LINTEL _ E--8X6RDH - P 8X6 RDH -1U �P-BX10�•RDi I -1u F-1 a F rTi4 F TYPE P_8X6-RDH-2U P -8X10 -RDH -2U UPLIFT-, 111 P-8X18-RC)H-1U P 8X22 -RD -1L,1 P-8X?6 i DHi 11J -261 P-8X16�ktDH 2lJ P -8X22 Rf�H-?LI P-8X2,6-RC7H�2tJ Mall.>3 dti ,cl s ^,r 4 t I " t it N. RONALD REAGM BLI'D LONGWOOD, FL 32750 rH :407-774,6079' 407-774-4078 wvvw.abdesigngroup.com AA #: 0003325 a, MB A3. s 9"A"'rVI 1 -8X6 -RSH -OG PIT -8X10-RDH-Off I' 8X14 RpH OG P-8X18-R47H-0fy P -13X22 RDH OG 0000__ __ •P 8X?6 RICH rOG P -8X3(1 RDH -OG __--0000^w^^_-^ &8X&RDH =f' » »_a__ _ _«___W______ -__TP-8X6-RUH-'1G P -8X10 -RDH -103 _ 0000®___________ P -8X14 -RDH -1G 0000___ ___________ P -8X18 -RDH -1C "__..« P -8X22 -RDH -1G P -8X26 -RDH -1G P-8X30�RDH-1G _^ ______________-__ P-i3XT3 2tJ ___ _-__-___.00_00_- ------------ P -8X1220 Pu8X16,2U P -8X20 -2U ____________ 8 203 11 335 14 294 ___i___«__ __--_____-- P 8X24 -2U _N 1:7 253 --L ______ _--.___^.,___,_- P -8X -------------------------- 20,21.2 m _ __- P 8X-2--- __3,i 71 _ 967 3,898 4 483 ' 5,654 6 824 __..__.w ___,, 7,995 9,166-^ 31-811 3' 8" (44") PRECAST 1.,63& W _-^- 4,078 5,195 --_____r^_»^-0000., 7,3133 _,,,,____1_____------------- 8,97,0 lO,a(]7 12,104 _______._____c______._ _ _ 8,203 11,335 14,294 17 253 854 3,058 .3,517 4 435 5 354 _-__ `___ -__--_,_-___-r_ 6,272 _�_____-______Y_ 7,140 _ .00 __ 00...------ -I iA PRECAST PRECAST 1445 _______..___________ 854 .,___ _______ «_ ^«0000_ _ .._ ___ ____T 3,259 4 239. __.. _- ____ ----_ 6,2.00 7,8L5 0,216 10 616 i 12141 14,223 `764 2,463 2,833 3,572 e____ 4,312 ____ 5,051. _ 1 fu PRECAST 1,294--------764--------------2, 1 53 N_® 0000 _ _ « __�_ 492 _ __ _ -5,23 - __ 9S9`____ ,�0 00..00.._.,_^.,_,_^__�______-_- 1,256 1 079 5,24Q _...._ _...-....-..._..- 9,943 8,426 -_ ^^0000..,..-_ 11,648 --9,87! __. 13353 ` --, -- � -`--------- 726 2 228 2563 , 3,232 _ 3,901 _..,.,,......,.._ „-....--- _... _ - 4571 _ -� ..-._.,....-... 41 L1, { ) I 54°' PRECAST 1 229 , ----..____m______..__ 726 __,._______ _______ °'------« ,..,_„_.-.._ 2,349 3,177 e3 � 7 780 8,962 899 582. 1 134 1 700 »»_ 2.,958 4� 215 0000 -x,215 _� 5 322 -5,473« 6107 -617_ Gar" PRECAST 1,481 (61'°) PRECAST 908 - ____ 5€32- '^ _a_ 16134_ M.._ . i 70®_ ,J513 �-. 1,232_ - .__ 4,889 �� 562 1„092. 11x38 1 785 1,285 1,411 - 9503 3,______._______.r__..-_______.____._ar _______- 4 �J55 5,686 0000___ 5'-10" (70"") PRECAST 875 ----- -1 562 ---------------^ ^_ 00000_ 1,092 1,538 ._ _____�c.748______.____ 2,748 3,958 5,168 6,377 - 734 1 115 1 491 3 038 "__.,^ 600^0-__ 38 O8 .____s..______ 52''4 978 1120 1 973 ^_ _4 ®--- 3 031 _ -__- - -_--- .�.. _-_^_ 4 088 0000__ �_ p 0000------------- 5,146 , 0000__ 73d __..r__., .___m:__..____ 1,221 1,604 3,038 4 376 (80") PRECAST C-� __ _« ___ _^ ___ _a_ __^�»_a_____ »_«___ _r a____«"°.» 978 1,12n .0000 1,973 3,031 4,088 5,146 ,524 00.00 Y, ---- ---6 __ 951 951 773 494 X21 1 054 1,691 -__-^000..0 2 683 r ___ _.. "„_^..___ _." _------ 3 675 4+067 a, MB A3. s 9"A"'rVI 1 -8X6 -RSH -OG PIT -8X10-RDH-Off I' 8X14 RpH OG P-8X18-R47H-0fy P -13X22 RDH OG 0000__ __ •P 8X?6 RICH rOG P -8X3(1 RDH -OG __--0000^w^^_-^ &8X&RDH =f' » »_a__ _ _«___W______ -__TP-8X6-RUH-'1G P -8X10 -RDH -103 _ 0000®___________ P -8X14 -RDH -1G 0000___ ___________ P -8X18 -RDH -1C "__..« P -8X22 -RDH -1G P -8X26 -RDH -1G P-8X30�RDH-1G _^ ______________-__ P-i3XT3 2tJ ___ _-__-___.00_00_- ------------ P -8X1220 Pu8X16,2U P -8X20 -2U ____________ 8 203 11 335 14 294 ___i___«__ __--_____-- P 8X24 -2U _N 1:7 253 --L ______ _--.___^.,___,_- P -8X -------------------------- 20,21.2 m _ __- P 8X-2--- __3,i 71 _ 967 3,898 4 483 ' 5,654 6 824 __..__.w ___,, 7,995 9,166-^ 31-811 3' 8" (44") PRECAST 1.,63& 967 _-^- 4,078 5,195 --_____r^_»^-0000., 7,3133 _,,,,____1_____------------- 8,97,0 lO,a(]7 12,104 _______._____c______._ _ _ 8,203 11,335 14,294 17 253 20 212 854 3,058 .3,517 4 435 5 354 _-__ `___ -__--_,_-___-r_ 6,272 _�_____-______Y_ 7,140 _ .00 __ 00...------ -I iA PRECAST PRECAST 1445 _______..___________ 854 .,___ _______ «_ ^«0000_ _ .._ ___ ____T 3,259 4 239. __.. _- ____ ----_ 6,2.00 7,8L5 0,216 10 616 i 12141 14,223 `764 2,463 2,833 3,572 e____ 4,312 ____ 5,051. _ 5,741 _____x,453--«.. (52"°) PRECAST 1,294--------764--------------2, 1 53 N_® 0000 _ _ « __�_ 492 _ __ _ -5,23 - __ 9S9`____ ,�0 00..00.._.,_^.,_,_^__�______-_- 1,256 1 079 5,24Q _...._ _...-....-..._..- 9,943 8,426 -_ ^^0000..,..-_ 11,648 --9,87! __. 13353 ` --, -- � -`--------- 726 2 228 2563 , 3,232 _ 3,901 _..,.,,......,.._ „-....--- _... _ - 4571 _ -� ..-._.,....-... 41 L1, { ) I 54°' PRECAST 1 229 , ----..____m______..__ 726 __,._______ _______ °'------« ,..,_„_.-.._ 2,349 3,177 __v___ - -^----- 4,83: 6,4138 7 780 8,962 899 582. 1 134 1 700 »»_ 2.,958 4� 215 0000 -x,215 _� 5 322 -5,473« 6107 -617_ Gar" PRECAST 1,481 (61'°) PRECAST 908 - ____ 5€32- '^ _a_ 16134_ M.._ . i 70®_ ,J513 �-. 1,232_ - .__ 4,889 �� 562 1„092. 11x38 1 785 1,285 1,411 - 9503 3,______._______.r__..-_______.____._ar _______- 4 �J55 5,686 0000___ 5'-10" (70"") PRECAST 875 ----- -1 562 ---------------^ ^_ 00000_ 1,092 1,538 ._ _____�c.748______.____ 2,748 3,958 5,168 6,377 - 734 1 115 1 491 3 038 "__.,^ 600^0-__ 38 O8 .____s..______ 52''4 978 1120 1 973 ^_ _4 ®--- 3 031 _ -__- - -_--- .�.. _-_^_ 4 088 0000__ �_ p 0000------------- 5,146 , 0000__ 73d __..r__., .___m:__..____ 1,221 1,604 3,038 4 376 (80") PRECAST 740 __ _« ___ _^ ___ _a_ __^�»_a_____ »_«___ _r a____«"°.» 978 1,12n .0000 1,973 3,031 4,088 5,146 ,524 00.00 Y, ---- ---6 __ 951 951 773 494 X21 1 054 1,691 -__-^000..0 2 683 r ___ _.. "„_^..___ _." _------ 3 675 4+067 71 alb � (84'") PRECAST � 696 696 __.,_______.__^0000_ 494 ^__ .,_______r._^_^_..^^.._ 921 1 054 .__------P 1 691 2,683 3,675 4,667 7,129_ % 49T3 ___a___^_ _ 2 867 ____�^_s__-- 455 847 969 1,215 ��____ 2 234 r __.___..___ 3!'142 . 0000 __ 4,049 _ 2 2.66 3,225 _. /' G°' (90") I PRECAST 639 __ - ----55------- 4�5 ____..� _..______ _ ________b________ 847 90x9 ,_, 0000..__...., 1115 ,_„. 2,234 3,142 4,04 ..-....____!___�..:..-. - . 660 667 468 .....ry__._..-.__ 338 629 719 9000 1_,081 1,596 _-_-1596 _ _2!259 91 811 (116") PRECAST 336 338_ » __ _- ..«629______ __.._ ":714___m«- __. _9Qa_ ___ _____1 081.-� 1,3x4_ p_ _ __,» 2,259___ __-_-LATERAL UPLIFT NCH LINTEL _ X8 -1U P $__ P -8X12 -1U P -8X16 -1U P -8X20 -1U P-8X244U P -8X28 -1U P 8X37 1.0 ADDED - E 8X8 {'-8)08 E -8X8 _^ ______________-__ P-i3XT3 2tJ ___ _-__-___.00_00_- ------------ P -8X1220 Pu8X16,2U P -8X20 -2U ____________ 8 203 11 335 14 294 ___i___«__ __--_____-- P 8X24 -2U _N 1:7 253 --L ______ _--.___^.,___,_- P -8X -------------------------- 20,21.2 m _ __- P 8X-2--- __3,i 71 _ #5,s TYPE LENGTH- 10,396 3,487 3,480. _-__ - 074 1 :1 2-10 11 CAST (34) PRE 3 x133 '' -^ _. .4,074 _______._____c______._ _ _ 8,203 11,335 14,294 17 253 20 212 23,171 1 4 845 a 747 10 059 12,141 _ 14612;3_- ^_ 16,30i ^ r r r 51 2:,,,2,0 2,52.5 5,4 3°-6" 42" PRECAST ( ) 1,944 4,845 7,747 10,059 12141 14,223 16,305 _. - 1,756 r 8,150y 3 404 _ 9,943 _ ___..�.--- 1,16648-----------A� _,._.,_ 1 53 N_® _ 2,092 .2,092. 3,743 4'-0" {48"} PRECAST 2,138 00..00.._.,_^.,_,_^__�______-_- 1,256 1 079 _ ------ -_ 0000-_...._ 3,404 5,777 8,150 2,410 4 419 6,42! 9,943 8,426 -_ ^^0000..,..-_ 11,648 --9,87! __. 13353 ` --, -- � -`--------- - - 1 ta42 2 727 16421 r 4' 6" - (a4") PRECAST 1x837 .___?----------_....�_____...____Z_«_.,..__..®________®« 14079 1 079 2,410 4,419 6(427, 8,426 9,871 - 11,315 899 1,368 3,0109 4,671 __ _ -4 _ 61056 __ ^ /,109 _ ""7 8,161 ^_ 1436 1 436 1,763 5' Gar" PRECAST 1,481 __ _ 89'9- � 1,�455W^ _ 3,009_^ 671Y 5,334 , 996 9 379 ,- 808 1,232_ - .__ 4,889 �� ,_ 5,739 __ ___�'t589 __ 1 785 1,285 1,411 PRECAST 1330 ' __.._______-- '806 a __2,332_ ------3,81.0�y 0000_ _ _ _ 1,308 �' 332 3 8'10 5, 287 6,764 8,24.2 - .-0.0.00_.__.. -- _1 - 734 1 115 1 491 3 038 "__.,^ 600^0-__ 38 O8 .____s..______ 4 4 70 r .._».0.,00:,0.,_ 5 13. f 0000^_^�_,.__ 1,127 1,127 1,085 • 11 6-6 „ r,_ (78) PRECAST' 11027 0000__ 73d __..r__., .___m:__..____ 1,221 1,604 3,038 4 376 5,715 7,054 624 951 1 275 ^^_-» P2�774 _� ___3!7.55 µ ---- ---6 __ 951 951 773 7 -G „ (9()) PRECAST 634 ___------__-.0000__-«_^_ 624 _M -2x025 1,042 1 367 2,025 3,147. 4;259 5,376 5450 833 1,:118 1R4n1_ 7,129_ % 49T3 ___a___^_ _ 2 867 ____�^_s__-- 823 823 579 8' _6" 11 {102) PRECAST 427 _- __-, 545 _ ,033 _ __�_® "^.._ _ 913, 1,197 1.,483 _ 2 2.66 3,225 4,184 - -.w 495 756 1 016 1274 a».N_a__ 1,531 ^___,._____» 2,065 __.._-_---__ 2 370 -_-._------- - . 660 667 468 1 y $ (112) PRECAST 323 ----__-_ _-__.______«___ 495 _ _ _v__6____m_p 829 1088 1,347 1607 2,5653 3,427 - 440 •672 904 1,135 1,3x4_ p_ _ __,» »1593 ^^ _ -,884^^ 517 512 359 (126") PRECAST 230 ---- 46 440 _ _ _______-.__________ _,____ ----- 738 968 1. 198 _ 1,429. 1,,661 2,606 00.00_ 42,1 58$ 794 1,004 " 1,214 --__--- 1 24 - _a_�� _ _• 1633 - 595 595 .303 111 461 (136") PRECAST 376 ___-^------ 421 -- u______ __._____A______ ,_______« __ 747 762 1179 _._a 1,396 t,6i4 2,221 - 527 717 906 1095 1 2,84 __-_'__-0000 1 473 ___�._ _ __ 510 512 267 11 11-0 " (1.44) PRECAST 318 ____w_____.,.._______..^___ --- 503 ._._.,.,_______ •-_..--^„�.•___ 707 911. 1,116 0..000__..««__ 1,321 1,527 1,734 _ 360 440 598 755 '912 ^__1.s070p_ 1..,227__.- 361 361 212 :L'-4" (160") PRECAST 238 ___ _________._-__^0000^_^,__ 360 0000__ _-_ __.._._____ 640 825 1011 .__««______- 1197 1,383 1,57n .344 406 551. 697 842 987 ___«________ «1 132_ 307 309 191 1 1 011 (1.68") PRECAST 210 _w_344:«___®__-612 ____----_______-_ --------------- 789 967 ____________ 11.44 � 1.,323 t 501 _ ;329 378 512 646 781 � 9 15 � a5a _ � _4_ ^ __ - 265 265 173 L=41fi" (176") PRECAST 187 __ 32�___ -- ^ X87 __ __ 757 927 «..._...,w. 1,097 1 268 1 440 - 316 353 478 603 729 854 ^_____ 979 00...00___. 7.30 229�1.17 -411 (104"} PRECAST 168 -__ 0000__ 316 0000 __ ®_. ,_______.,__ _ 0000 0000__ 564 727 891_ 0000__««»_®_ 1,(p55 1 219 1 384 - 81111JIBIXIV. T-. TCA SO -Un DOT X12 Fi 1, - , RID vl�' :xl \� \ \ } } � � \ \ \ ) \ \E ( � \ \ \ } \ \ § \ ) \ / \\\ ( § \\a\ JAMES ©v« L k/\\4 12079 : � .... \ , � > , j . > } \ \ \ \ \ I I -oil 141-011 �11A loll Q d V1... BATh (FILE) 2®1-( Il Q. C 2L . a L.I`1lIN Irt�,3 SCS. FT. GARIA E 404 SCS. FT. ENTRE'" 35 50� FT. LANAI �3 50. FT, TOTAL 2255 5Q. FT. I I IANAI @ - ip 11-0II I 60( a� 11-411 1Ie II a TIK�., ® @ 101411 ..Lh m BATh (FILE) 2®1-( Il Q. C 2L . a L.I`1lIN Irt�,3 SCS. FT. GARIA E 404 SCS. FT. ENTRE'" 35 50� FT. LANAI �3 50. FT, TOTAL 2255 5Q. FT. AREA OF ATTIC = 24`1 5Q. FT. NET REEF VENTILATION s 1/300 AREA REOUI E1D RF-QUIREID VENTILATION AREA = 24 1/300 11c�5.2 50. IN. MIN. RE UIRED VENTILATION IN UPPE R PORTION OF ATTIC .5 X IIS�).2 C ALANCE To f5E PROVIDED IN 5OFFIT OF SAVE VENTS) OFF IRIDG;E VENTILATION AREA m 115 50. IN. PER VENT TOTAL OF VENT" RECUIRED r C ) TOTAL OF VENTS FROVIDED - C�) Il' -4 1/2" H T. —ENTRY- - 1 '-011 1'-0 a' -a" 5RG_ W T_ 1.s �" A15E1 OR SCORrm L�1 WINL OW STYLE PETE f'11NECD 1�AND (�ETERi�'IfNE� ❑❑❑ PER COMMUNITY PER CO1` MUNITY)❑ � � � � - a ❑ ❑❑❑ AK) C9�11 OR EIS TERMINE1� KEY DETAIL ,� - PER COMMUNITY) 0'-0" FIN. F o' o" FIN, o' -o" FIN. r -LR. OFF RIDGTE VENT REAR TEXTURED FINISH (AFF FIpr3E VENT Ik @'-0° FIN. FLR. TEXTURES FIN15H OFF RIDGE vENi TEXTURED FIN16H IIOFTT II II 5.°D- II II II II II II II II II II II II a ya 0'-0" FIN. F A Y'; h i? f'. a. 1441 N. RONALD r [ A G d BV' jj LONGWOOD, FL 32750 P 407-774-6078 FAX: 407-774-4078 A,,0003325 � ITIN lJ ALL AND A STAT STI ;NO'S MAXIMUM HFAF-)E SPAN (ft,) OF TO 51-ollTo al -oil UN.®. 4'- 11 1/2 ° i' @ 11 1/2 ° AND U�' NUM Or HEIAC)E 5TUF-)!5 5UPPO TING 1rND OF HEADF- 1 2 NUMER OF FULL. LENGTH STUDS n x r i I 1 I rte. rr 1 I t- n B i- R 1 2 5 F AMINO NOTES: 1. HURRICANE ST AFS TO 5E MANUFACTURED 5Y SIMPSON STRONG -TIE OR FOUAL, UN -0- 2. TYPI �AL HURRICANE STRAWS ARE Aga FOLLOW5, U.N.0 . # TRUSS TO MASONRY/CONCRETE SHALL 5E META -1b * FLOOR J 1 T TO M,45ONRY/GONGRETE SHALL E3E META -1(o AT EACH ND AND 32" ON CENTER ON ,JOISTS FA ANLL L TO WALL. * TU&S TO WOOD FRAMING SHALL BE MTS -12 3.T USS T TRUSS CONN c :TIONS AND HAN SHALL E SI N�C� ANS �U�'�'L I�� � TRUSS MANUFACTURER. 4. REFFER TO TRUSS MANUFACTURER'5 MANUFACTURER'SI N ID AN SEALED L:)RA 1INCZ5 FOR LOCATIC)N, PROFIL , ,AND SIZE OF ROOF/FLOOR Ti U 5 5. Via. HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER STUCK REO.AfRE STAN A U N.0 ON F1RAM INC- PLAN 0. MIN. 2X4 HIP CUT BLOCKING S CU D W/3 -10a GUN NAILS OF 3-12a HAND DRIVES n EA ENI. CUT PITCH EV L TO FIT TIGHT TO TRU55 A& PER AFA ouI MINT&. FRAMING PLAN ACCUSPAN 11/18/10 ARCHITECT: t.. STATE OF FLORID4 % 6 ATE: 12/1 GC� i 1 li v� i rV� ^W LU Lam• W r� 4^^i FRAMING PLAN ACCUSPAN 11/18/10 ARCHITECT: t.. STATE OF FLORID4 % 6 ATE: 12/1 i 1 li v� i it L w ELFGTRICAL LECiFNI) METED FIELD VERIFY LOC. -------------------- - — — — — — — — — — — — — — — — — — OFT. C014CIP COAC14 LIGPT5 LIGPT5 I I �_[50X :AN --------------- POWFER COMPANY TRAN51FORMER GRADE NOTE: ALL BREAKERS SERVING BEDROOM RECEPTACLES SHALL BE ARC -FAULT TYPE PER NEC 210-12 REQUIREMENTS. PROVIDE 150 AMP, 120l240 VOLT, I PHASE 5ECONIDARY- ELEC;TRICAL 5ERVICE, PROVIDE 3 01 COPPER (CU) IN 1-1/2'' DIA SCHEDULE 50 PVC CONDUIT OR PROVIDE 3 *210 ALUMINUM (AL) IN 2'' 1D IA 5CHEIDULE ao PVC CONDUIT UNLE56 SERVICE 16 PROVIDED f3y THE ELECTRIC; COMPAN'T. COORDINATE WITH THE ELECTRIC, cOMIPANY PRIOR TO 51P. pRovIpE 3 ill CU, I 41(o cU, GNP 2'' CONDUIT OR PROVIDE 3 41210 AL, 1 04 AL GND IN 2'' CONDUIT. TELEP"ONE SERVICE ENTRANCE EQUIPMENT INTERB'1'5TEM 5ONDING TERMINAL AT LOW VOLTAGE CONNECTIONS C,A5LP= TELEvIVON 5EFRVICE ENTRANCE EQUIPMENT I 0(o CU SERVICE GROUND CONNECTED TO CONCRETE EN(,-,46ED FOOTER 5TEEL PER NEC 200a 250.�>2(3). 5/0" DIA X 0, FT LONG COPPER CLAD GROUND ROD 1AM F ELECT1GAL RISER NOT TO SCALFE, GENERAL NOTES - A. ELECTRICAL MATERIAL5 AND IN5TALLATION5 SHALL COMPLY WITH APPLICA51-FE PROVISIONS OF THE 2006 NATIONAL ELECTRICAL COPE, LOCAL CC)7_)r=5, AND ALL LOCAL POWER COMPANY REQUIREMENT5. �. ALL CONDUCTORS SHALL 5E TYPE TqqN/TPWN UNLESS NOTED C)TkERWI&E. COM51NATION SERVICE 150 AMP P3RINT DATE.- DISCONNECT 5WITCH AND 120/240 VOLT M ELECTRIC METER IN I PHA5E NEMA 3R ENCLOSURE 1`11-0 -0 PANEL l�_04/2F MC5 TELEP"ONE SERVICE ENTRANCE EQUIPMENT INTERB'1'5TEM 5ONDING TERMINAL AT LOW VOLTAGE CONNECTIONS C,A5LP= TELEvIVON 5EFRVICE ENTRANCE EQUIPMENT I 0(o CU SERVICE GROUND CONNECTED TO CONCRETE EN(,-,46ED FOOTER 5TEEL PER NEC 200a 250.�>2(3). 5/0" DIA X 0, FT LONG COPPER CLAD GROUND ROD 1AM F ELECT1GAL RISER NOT TO SCALFE, GENERAL NOTES - A. ELECTRICAL MATERIAL5 AND IN5TALLATION5 SHALL COMPLY WITH APPLICA51-FE PROVISIONS OF THE 2006 NATIONAL ELECTRICAL COPE, LOCAL CC)7_)r=5, AND ALL LOCAL POWER COMPANY REQUIREMENT5. �. ALL CONDUCTORS SHALL 5E TYPE TqqN/TPWN UNLESS NOTED C)TkERWI&E. P3RINT DATE.- 12/15 10 m �C5LI17 LINTEL CCk1T. CT"Yi�'.) CMU FILLED CELL (TYP) 2X WALL FRAMING e ' l4)�'X-1 ANCHOR 1301 -TS or (4))a'Xi" ,1- Cj-TS MIN. 5" EMpE17MENT W/ 2"X2°X1/0" U)ASHER AND NUT SPACED isvl=-NLY FROM FLOOR TO BOND BEAM- SET IN ,JOINTS F-RIOR TO FILLING. {-SLEEVED ANCHOR IN .5OLIo POUR ArCEPTADI-F RETROFIT) EXT. /I TT. FRAME WALL TO BLOCK WALL CONNECTION SCALE - (1) Oa M5AR SET IN 6IMP SON HIGH STRENGTH EPDXY '1' M 1 D- MIN- 4- coNG., PEINF. W/ 6'x6" G10 twPl OR IBERMESH ON 6 -MIL POLY ° ETHYLENE VAPOR BARRIER? ON UrELL-COMPACTED CLEAN TERMITE TREATED FILL TYP. RETROFIT FOR (X � OMITTED DOWELS - SCALE: 1/2' m l' -O' CAULK AND SEAL. --G,A3 LINA 1 �' PVC SLEEVE FOR GA6 LINE 8" CMu 1/2' DRYWALL �Uloo17 13A5E a h fi e 4a �l A ' b a d GAS LINE THRID BLOCK 5CAJIE: 1'=1'-O. GROUTED DOND 15EAM CjJ TIE VERTICAL REr:3AR TO HORIZATIONAL REk3AR W/ 5' HOOK GROUTED 15OND pEAM F. VA d' C tl a 4 d C" .IF CLEANOUT RIFO,IIRE17 d FOR INSPECTICSN z I MI /A" tlAl GI 53 - __ --7-17-7— --- — _ .n_ �.f�11�1 i-1� , I„f i i• T {2) i�ELAR ON CHAIR$ 2-5TORY C3) S REIBaR ON CHAIRS (i) +5 RE15AR VERTICALLY U1/ CONC, POUR, CELI- /` R-421NSULATIOPJ a' CMU 1/2' Gyf�. WL. 1317_ WOOD DASE q 111 4' CONC, tW. W/ 6"x,6' "10 01" OR z rf�3 WiiESA ON 6 -MIL POLY n ETHYLENE VAFIOR BARRIER ON t� WELL -COMPACTED CLEAN TERMITE 'FILL t° q TREATED TIE VERTICAL REr:3AR TO HORIZATIONAL REk3AR W/ 5' HOOK GROUTED 15OND pEAM F. VA d' C tl a 4 d C" .IF CLEANOUT RIFO,IIRE17 d FOR INSPECTICSN z I MI /A" tlAl GI 53 - __ --7-17-7— --- — _ .n_ �.f�11�1 i-1� , I„f i i• T SPARK ARRE5T 2'-¢ 1/2' PER MANUFACTURER 1X2 PT, TOP O1= BOX — DBL. TOP PLATE 2X4 STUD t TEXTURED FINISH OVER - PAPER BACK EXP. MET. LATH. W/ ON O.5.B. SHEATHING OR � CDX PLPLYWOOD PRE. ENG. TRU55 PLAN VIES SCALE: 51MP5ON H-5 (MIN.) fo 2X4 TO TRU55 PRE. ENG. TRU55 -------- _��--- -- -. - ------- -- ---_ _ $P4 OR H-5 TCF" PLATE TO 5TUPe '-0" ABv. lO"-O' LEvEL TO ROOF )R 2'-s0' A5v. HIGHEST RIDGE WITHIN 10'-0' 2 Nell ED CRI 51MPSON H -a (1-IIN.) v 2X4 TJ TRU55 PRE TRU5 MT5- "1/1(011 2X4 511,11. PLA` MT5- 32" C PRE-�l, 11--- TRU55 2X4 DBL. TOP PLATE 2X4 STUD 16" O.C. 1/2' A.B. W/ MIN, I' EMBEDMENT LOCATE l '-8' FROM ENDS AND 32" O.C. MAX. TEXTURED FINISH META-I(o a" GMU WALL KNEE STALL DETAIL ❑ I 2x J.C. MAX W1 SECURE 2x4 ON SHEATHING. SHEATHING TJ BE j_ DOO} / WITHIN �' OF WINIDOW/ DOOR O.S.B. SHEATHING OR � FLAT TO 5LK WINDOW OPENING AND SECURE PER f`"LYWOJD `y Wi GUT MAILS. C�PENIMG NAILING 5CHEDULE o KING 6TUP5 ("SEE HEADER ROUGH u� UptTo a -a. c�1�'�7d� SPAN CHART FOR 1=NAILS ANG SPECIFICATION) 0 2x4 BLOCKS T1 L-30 Q JACKS C5EE HEADER SPAN � �-CMU WALL ,�— GABLE BLOCKING 'rCHART FOR DETAILS AND SIDES: TRU55 �I 2X&GARAGEDOOR BUCK W/ C3) 2X4 5LOGKINGnT `� SPECIFICATION) Ya'XS' J -BOLTS 4' EMBEDMENT MIN. � EA. RAFTER JACK STUD A550,15LY TO BE W/ 2'X2'XYZ WAa+1�4ER AND NUT L�3O EA. W1 2'X2 P EVENLY FROM FLOOR TOL RAFTER SECURED ONE PLY +� A TIME. U aE 12d NAILS, TWO WITHIN (' GARAGE DOOR HDR. IN JOINTS H2_5 EA. FROM EACH END 4 NO MORE PRIOR TO FILLING. RAFTERI I I I THAN 12' O.C. STAGGERED T,FRECAbT ���� 1-2X6 PT BLOCK Q CENTER OF 2x4 RAFTER _ 5P4 G7R Ha a TOP AND 2X4X4' SECURE TO TRU55 W/ 3-126DOOR HEADER W/(1) h'X5" J-50LT5 a�' O. E30TTOM PLATES Q !% EA. FULL 4' EMBEDMENT W/ 2'X2"XYs' WA5HER 2x"a5' O.C. MAX TYP. 4 LENGTH 5TUD, 50TH 51DE5 AND NUT FRAMING OF OPENING. 2X4 SECURE TO 2X4 BLK W/2 -12d no SECURE TO BLK Wi MET,Le-I� SHEATHING TO LAP TO TOP OF MA60NRY WALL. SHEATHING MUST NOT BREAK 1'-4" HIN, FROM 2ND FLR. LINE, GARAGE DOOR TYP. EXTERIOR WINDOW/ r' FRAMED OVERHANG DOOR OPENING D FRAMED ARCH WINDOW FRAME FRAME � ECTTON �'-0" EXTENSION � COPT SERVICE DR. F3UCK ATTACIMEN I" N.T,"�, 5CALE: 1/2'al -J" SCALE. 1/2'�1'-®' SCALE: 1/2°'ml'-O" 5GA,LE= 4� I NOTE: , I OT : TYF. EXT. 5HEATHING ATTACHMENT ROOF DIAP44RAGP 1 FOR $HEAR 4 UPLIFT (0.65. TO 5E STRUCTURAL U5E i/1(o" O.S.B. OR 1/2" CDX PLY WITH 08 RING SHANK; GUN NAILS AT 4" 0,C. AT GRAPE) CONNEGTOR5 FROM 5TUD TO PLATE ARE PRE -ENG. TRU55 --` SUPPORTED PANEL: EDGES AND *0 RING SHANK GUN NAILS AT (o' O.G. AT NOT REQUIRED EXCEPT V OPF-NING5 � DBL. 2X TOP ELATE INTERMEDIATE SUFFORT5. SEE DETAIL. 0a RING 0"ANK GUN NAIL6.4' O.C. "►/l�' O.S.B. ROOF SHEATHING TO GA5LE FEND FRAME TCS & TTaM E1xa�s USE *5 GUN NAILS 'a 4' 4' O.G. %X 3LJC IF � JF EXTERIOR 5HEATHINC USE 7/1to' 0.5.5 OR 1/2" PLY WITH 00 RING SPANK GUN NAIL5 AT &" O'c'. AT � 2X 5TUD5 16" O.G.. MAX.—'__ PANEL 51DE5'AND *5 RING SHANK GUN NAILS 4" O.C. TOP 4 5OTTOM z w 2X4 D5L TOP PLATE PANEL -ANP 115 RING SHANK GUN Mall -S AT (,2O.G. AT 13 13 w �� RING "HANK GUN IelAl1�5 A 2X UTM. PLATE � `~ �"`--- INTERMEDIATE SUPPORT5. SEE DETAIL-. e " O.C. IN FIELD 3/4' FLOOR PECKING — _� L 2x4 METAL STUD NOTE: RING 5HANK GUN NAILS SHALL BE PERmrrm1� A6 AN � 24' O.C. AGCEPT,45LE FASTENER FROM ANY 1^'1ANUFACiUR1=:R. /// FRE- ENGINEEREDq FLOOR TRU55 di --1i2" DRY WALL N,41L lel t -1E 1T 2X4 16' O.G. MAX SIZE HEAD LENGTH DIA. TENSILE STR 8d ROUNIDMODIFIED I -t/v .113 IiOO OR T O.C. MAX. IN FIRST 2 FRAMING N, loot ROUN +T' OPIFIED 21/8, .125 '110,000 OR T SPACES AT EACH I SMD. _u TOP CORD BLOCKING AT 4' 2X4 � TJI� BOTTOM CONT. O.C. MAX. IN FIRST 2 FRAMING N, aL %1 TYP.' EXT. SHEATHING ATTACHMENT FOR ROOF FIETA-16 SPACES AT EACH I SMD. _u i -1 SHEATHINGS (0..5. To BE STRUCTURAL GRADE) SLK. WALL ne � ,'rc= -r=1 Ir -a- z `y ;;1 F15ERGL,455 SHINGLES OVER 015 FELT PAPER ON 111(o" 0.5.5, SHEATHING OR "' CDX PL'TWOOD SECURED FFR NAILING 5CHFIDULE MTL. DRIF EDGE 2x4 5U -SAND ALUM. SOFFIT—/ STIFF5AC,< AT ALL UPRIGHTS OVER 4'-1011 HIGH (5EE SEALEE) ENG._/ FOR SIZE 4 CONDITION) 6ECURE 2x4 PLATE TO WALL W1 311x(11 THRU-501-TS 32" O.C. MAX THEN SECURE rS;A5LE TO 2x4 PLATE W1 126'a V O.C. MAX OR SECURE C345LE TO F_)5L TOP PLATE W1 SIMPSON PTc4 1,;D 24" O.C. MAX WINDOOW HEADER SIZE VARIES PER WINL)OW OPENING SEE HEADER,5PAN CHART FOR IDETAILS—/ 0,5_5. SHEATHING OR "' CC)>< PLYWOOD. ATTACHED FE R NAILING SCHEDULE ON SHEET IDF;, THIC<, 3 COAT CEMENT PLA5TER OVER r_:sRADE ll�` FELT PAPER 5ACS;,. METAL LATH OVER Af=,FROVED HOUSE WRAP OR GRAIDE ID" FELT PAPER NOTE. SHEATHING MUST NOT 5REAK 1'-0" MIN. FROM 2ND FLR LINE 2x4 CONT. TOP AND T. OF FLR TRU55 (TOP 2x4 SUPPORTS E3T PLATE OF 2ND FL, T. 2x4 15 FOR WALLI/ SHEATHING NAILER) WEEF SCREED (SEE pETAIL 2A) EM5ED_ STRAP VERIFY W1 TRUSS PLAN "THIC<, 2 COAT CEMENT I=LA5TF_R AFPLIF_r DIRECTLY TO MASONRY 2 STORY GABLE FIRST FLOOR BLOCK SECOND L 2x4 f5LOC<INC!3.5ETWEEN TRUSSEE5 AT FIRST TWO SAYS 41-o" O.G. (AT SHEATHING 5EAM5) FRE -ENG GAaLE TRU55 CONT. 2x4 RAT RUN SECURED W1 (2)1261'a @ EACH TRUSS SEE ENERG-T- CODE FO Ms FOR INSULATION R-VALUE6- GYPSUM 50A 0R PIGP STRENGTH cLr-i. E30ARED JOU LE TOP PLATE WINF)OW ATTACHMENT AS PER MANUFACTURER SPECIFICATIONS .WINDOW SILL 2x STULD6 Q I&" O.C, MAX W/ 5ATT. lNeUL. MIN. 11 T 4 G 5U5FLOOfR r_4LuEiD 4 ANCA NAILED AS PER NAILING SCHEDULE FRE -ENC -i FLOOR TRUSS (INSTALL PER MFC . 5FEC6.) �" GYPSUM 50ARD OF, 1211 F3 HIGH 5TFFzNGTP CL -G. 50ARD CONC. FILLED LINTEL SLK LU/ (1) #F REE3AR CONTINUOUS PRECAST L INTEL WINDOW ATTACHMENT AS IE R MANUFACTURER SPECIFICATIONS PRECAST SILL (1) #5 RER VERTICALLY W/ CONE. FOUR CELL Ix2 F.T. FURRING STRIPS "5) 16" all CMU 1/2" CiYF. WL. 5D. Woor) 5,SSE 17 AS, To C Hi T E C T S LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 vvvvw.abdesigngroup.coni AA #: 0003325 lltl�!l l�� LL L_! _l -L ,ILL _LLl F15ERGL,455 SHINGLES OVER 015 FELT PAPER ON 111(o" 0.5.5, SHEATHING OR "' CDX PL'TWOOD SECURED FFR NAILING 5CHFIDULE MTL. DRIF EDGE 2x4 5U -SAND ALUM. SOFFIT—/ STIFF5AC,< AT ALL UPRIGHTS OVER 4'-1011 HIGH (5EE SEALEE) ENG._/ FOR SIZE 4 CONDITION) 6ECURE 2x4 PLATE TO WALL W1 311x(11 THRU-501-TS 32" O.C. MAX THEN SECURE rS;A5LE TO 2x4 PLATE W1 126'a V O.C. MAX OR SECURE C345LE TO F_)5L TOP PLATE W1 SIMPSON PTc4 1,;D 24" O.C. MAX WINDOOW HEADER SIZE VARIES PER WINL)OW OPENING SEE HEADER,5PAN CHART FOR IDETAILS—/ 0,5_5. SHEATHING OR "' CC)>< PLYWOOD. ATTACHED FE R NAILING SCHEDULE ON SHEET IDF;, THIC<, 3 COAT CEMENT PLA5TER OVER r_:sRADE ll�` FELT PAPER 5ACS;,. METAL LATH OVER Af=,FROVED HOUSE WRAP OR GRAIDE ID" FELT PAPER NOTE. SHEATHING MUST NOT 5REAK 1'-0" MIN. FROM 2ND FLR LINE 2x4 CONT. TOP AND T. OF FLR TRU55 (TOP 2x4 SUPPORTS E3T PLATE OF 2ND FL, T. 2x4 15 FOR WALLI/ SHEATHING NAILER) WEEF SCREED (SEE pETAIL 2A) EM5ED_ STRAP VERIFY W1 TRUSS PLAN "THIC<, 2 COAT CEMENT I=LA5TF_R AFPLIF_r DIRECTLY TO MASONRY 2 STORY GABLE FIRST FLOOR BLOCK SECOND L 2x4 f5LOC<INC!3.5ETWEEN TRUSSEE5 AT FIRST TWO SAYS 41-o" O.G. (AT SHEATHING 5EAM5) FRE -ENG GAaLE TRU55 CONT. 2x4 RAT RUN SECURED W1 (2)1261'a @ EACH TRUSS SEE ENERG-T- CODE FO Ms FOR INSULATION R-VALUE6- GYPSUM 50A 0R PIGP STRENGTH cLr-i. E30ARED JOU LE TOP PLATE WINF)OW ATTACHMENT AS PER MANUFACTURER SPECIFICATIONS .WINDOW SILL 2x STULD6 Q I&" O.C, MAX W/ 5ATT. lNeUL. MIN. 11 T 4 G 5U5FLOOfR r_4LuEiD 4 ANCA NAILED AS PER NAILING SCHEDULE FRE -ENC -i FLOOR TRUSS (INSTALL PER MFC . 5FEC6.) �" GYPSUM 50ARD OF, 1211 F3 HIGH 5TFFzNGTP CL -G. 50ARD CONC. FILLED LINTEL SLK LU/ (1) #F REE3AR CONTINUOUS PRECAST L INTEL WINDOW ATTACHMENT AS IE R MANUFACTURER SPECIFICATIONS PRECAST SILL (1) #5 RER VERTICALLY W/ CONE. FOUR CELL Ix2 F.T. FURRING STRIPS "5) 16" all CMU 1/2" CiYF. WL. 5D. Woor) 5,SSE 17 AS, To C Hi T E C T S LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 vvvvw.abdesigngroup.coni AA #: 0003325 D, -A ILS J.i_.li _..� Il. I L_.:_._�-- I I 2X14 PT. ELATE 30'=1' TO (POI -0" (3) 'X' 5RACE 0.5.15. SHEATHING QR (I 'X' 5RACE @ CENTER) 51MP5ON 5P4 - PRE -ENG FLOOR TRU55 CDX PLYWOOD 5ECURED 17I5ERGLA55 5141NGLE5 OVER 32' ,O.C. MAX__--DOUBLEPER TOP PLATE NAILING SCHEDULE 15 FELT ON 1/16' 0.5.15. 1/2'X9" At3. 32" O.C. (2) 2X14 w2 5YP DIAGONAIL 5RACE ud,. "vn *NOTE: NAIL SHEATHING, TO ALL 2X A5 FEfR EXT. 5HEATHIN N,41LIN , O.C. MAx o 4 "ail' C,C, ,4X IN T14E PIED' x„' o75.5. ORA' PLYWOOD 5HEATHING (2 is BLDG. FELT 0 214' WIDE 2b GA. GALVANIZED METAL FLA5HING MU5T ADD 1)1 10, 36' WIDE AND AND MU5T BE A MIN 24' WIDE METAL. (� FI�ERcaLA58 5�41NGLE5 PRE-FAE5 TRU55 1/2” CLG. BOARD E 4 TXT. 1 SIMFaC3N SP14 2X14 DSL. TOP PLATE 1 v EVERY 1/2 DRYWALL OTHER 5TUD T 2X14 WOOD 5TUD5 01&' O.C.; U.N.O. ON TRU56 PLAN 2X4 CONT_ 5TRE55 5LOCKING MID -WALL /CLOSED VALLEY FLASHING- DETAIL DOU15LE TPP PLATE 2x CONTINOUS 8TRE55 5LOCKING MICS WALL 2x 5TUP5 Q Iia" O.C. MAX � T 4 G 5U51FLOOR GLUED AND NAILED A5 PER NAILING} 5CHEDULE 16T FLOOR 5TUD5 TO 2ND FLOOR STUDS 51MPSON M5TA-36 �w 32" O.C. MAX PRE -ANG TRUSSE& OR CoNv. FRAMED RAFTER5 ASPHALT SHINGLE5 OVER $1 Ir.;, FELT ON 1/16' 0.5.5. PRE -ENG CxA5LE TRLI55 5PF 5TIFF15ACK (5EE SEALD ENG. PACK FOR 51ZE 4 CONNECTION) 2x4 5PF E5LOCKING BETWEEN TRU55E5 AT FIR5T TWO BAYS 4'-0' O.C. (AT 5HEATHING / SEAI'15) I 2x RIDGE ONE 51ZE LARGER THAN RAFTER SIZE MIN. (3) 12d NAIL`a OR MIN. (4) lOd GUN NAILS Ix& COLLAR TIE AT EVERY OTHER RAFTER W/ MIN. (3) 12d NAILS OR MIN. (14) 10d GUN NAIL5 2x RAFTERS - ix8 NAILER SECURE To TRU55E5 5ELOW W/ (2) 12d NAILS OR (3) 106 GUN NAILS 0 EA. TRUSS - RAFTER TO TRU55 MT5-12 CREATE VOID FOR 5TRAi PENETRATION - ROOF DECKING OVER PRE -ENG TRU5SE5- PRE-ENG, TRU55- ALTERNATE CONNECTION M5TA-264 RAFTER TO 5LK'G BETWEEN TRU55E5- (��5MLEM MED ROQF'-0" 0'-0" TO 30'-0' (1) 'X' BRACE 2X14 PT. ELATE 30'=1' TO (POI -0" (3) 'X' 5RACE 0.5.15. SHEATHING QR (I 'X' 5RACE @ CENTER) 51MP5ON 5P4 - PRE -ENG FLOOR TRU55 CDX PLYWOOD 5ECURED 17I5ERGLA55 5141NGLE5 OVER 32' ,O.C. MAX__--DOUBLEPER TOP PLATE NAILING SCHEDULE 15 FELT ON 1/16' 0.5.15. 1/2'X9" At3. 32" O.C. (2) 2X14 w2 5YP DIAGONAIL 5RACE ,,r -I1 k15EPMENT 2x GONTINOU5 5TRE55 2x64 BLOCKING UNDER OLOCKING MID WALL WALL 5TUD5 SCURE 2X4 E5LOCKING FIRST 2 BAYS 2x STUDS V' O.C. MAX 5ETWEEN TRUSS SAYS W/ AT 5HEATHING 5.EAM5 ' CONC.5LA5 �� —1/2' GYP. WL. aD. (3) 12d's EACH END �`-2 orp'5 CONT. SECURE DT_ PLATE TO 51-A5 2x DOUBLE TOE PLATE W/ �'x9' ANCHOR BOLT W1 2' 5TUD5 -0 lh' O.C. W,A5HER SET IN 51MP5ON MT6-12 @ EVER STUD (5EE 5EALD ENG, PACK FOR HIGH STRENGTH EPDXY i" 51ZE 4 CONNECTION) Q EMBED. MIN. 2X14 5T. PLATE COMMON "I/1 ' 055 5HEATHING SIMPSON 5P4 .32' O.G. MAX USE ad NAILS AT 1 -STORY 14" o.c. EDGE 4 (o" c.c. FIELD DORMER INT. BEARING WALL ITT. 2—STORY L.B.W. ATTACHMENT 2X14 W/ 3/0' x �, LAG 032' O.C. MAX. SCALE:: 1/2"=1'-0' 5CALE: 1/2"=1'-0' NOTE: FOR WALLS W/NO UPLIFT OR 2X14 5YP RAT ADJACENT NAS FLOOR LOAD ONLY, DO NOT TO DIAGONAL. BRACE. SHEATHING NAILING TO BE - IN5TALL CONNECTORS. DOL TOP PLATE (o" -a" O.C. IN FIELD ASPHALT SHINGLE5 OVER $1 Ir.;, FELT ON 1/16' 0.5.5. PRE -ENG CxA5LE TRLI55 5PF 5TIFF15ACK (5EE SEALD ENG. PACK FOR 51ZE 4 CONNECTION) 2x4 5PF E5LOCKING BETWEEN TRU55E5 AT FIR5T TWO BAYS 4'-0' O.C. (AT 5HEATHING / SEAI'15) I 2x RIDGE ONE 51ZE LARGER THAN RAFTER SIZE MIN. (3) 12d NAIL`a OR MIN. (4) lOd GUN NAILS Ix& COLLAR TIE AT EVERY OTHER RAFTER W/ MIN. (3) 12d NAILS OR MIN. (14) 10d GUN NAIL5 2x RAFTERS - ix8 NAILER SECURE To TRU55E5 5ELOW W/ (2) 12d NAILS OR (3) 106 GUN NAILS 0 EA. TRUSS - RAFTER TO TRU55 MT5-12 CREATE VOID FOR 5TRAi PENETRATION - ROOF DECKING OVER PRE -ENG TRU5SE5- PRE-ENG, TRU55- ALTERNATE CONNECTION M5TA-264 RAFTER TO 5LK'G BETWEEN TRU55E5- (��5MLEM MED ROQF'-0" 0'-0" TO 30'-0' (1) 'X' BRACE 30'=1' TO (POI -0" (3) 'X' 5RACE (I 'X' 5RACE @ CENTER) (2 'x' 13RACE I.IvIDED EQUALY FROM CENTER TO ENP) 17I5ERGLA55 5141NGLE5 OVER 15 FELT ON 1/16' 0.5.15. (2) 2X14 w2 5YP DIAGONAIL 5RACE W/ 3-12d f� EA TRU55 ( DIAGONAIL BRACE TO COVER 5-TRUE�5E5 2X4 E5LOCKING FIRST 2 BAYS AT 5HEATHING 5.EAM5 (2) IOd NAILS EA ENP TO TRU55 5PF 5TIFF5ACK (5EE 5EALD ENG, PACK FOR 51ZE 4 CONNECTION) COMMON "I/1 ' 055 5HEATHING TRU55 24' o,c. USE ad NAILS AT 14" o.c. EDGE 4 (o" c.c. FIELD 1/2" CLG. BOARD 2X14 W/ 3/0' x �, LAG 032' O.C. MAX. NAIL CONT. RAT RUN TO OR 5IMP60N M5TA-214 o 32' O.C. MAX. TRU55 W/ (2) 12d 0 EA. TRU55 2X14 5YP RAT ADJACENT TO DIAGONAL. BRACE. SHEATHING NAILING TO BE - DOL TOP PLATE (o" -a" O.C. IN FIELD 14" O.G.tVAL.L. EDGE5 W/&d N IL5 2X4 5TUD 11'0" O,C. MAX. x112—STORY GABLE END CROSS BRACING SCALE= 1/2"=V-0' r::I1.Ilr.L1 r-) I AK1r-)IN/':i )I:) F.F. 1211 1175 UPLIFT 51MP50M HTSM20 W/10 10d TO TRUSS AND (64) 1/14" x 2 1/4' TAPCONS TO CONT POURED LINTEL_ 0 2350 UPLIFT (2) 51MP60M HT51`120 ONE EA. 51DE OF TRU55 OP1-O51TE 51DE OF 5LOCK W/10 10d TO TRU55 AND (4) 1/14' x 2 1/14' TAPCON5 TO CONT -POURED LINTEL. rPRE -ENG TRU55 CONTINUOU5 y i5c)ND BEAM C R 0 T E C 36" MIN. FINI N Ilk 1 3/4" PLYWOOD WITH LANDING IDETAIL 4 124, COMMONS WINDER DETAIL NAILEiZ) Td4 U 3/4" 1°IN1S�1 � L;4NIDI1ol �'L`�'UJO�I� INTO 3/4" FL�r'WOOF,) .P. EACHSTRINGER LE 5 THAN 4" T`A'P: 3-2x12 5YF ST1 INClE LC L 2X12 2X12 T EA1 ET LEEN IN LE REINFORCED W/2X4 SF O -C.UT ( SIT W/CONT. EAID O FLC�O JCI T 1Xa ISE1 r, i 1.•-, i-- I r+. r v r� n r^. i I h-' � 1 iii 1171 b 11 LUINL:)E S- MIN. 0" W1Z-.)E 0 NAFRO U ENS1'_ _ MIN. 11" WILDTH a 12" FROM NARROW OW ENS -oil � l' - " ' 4` MIN. HANDRAIL NGT.