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HomeMy WebLinkAbout6691 Cobble Bliss Sr99 2795-CAMDEN99 D B HOR11ON r ��%I r • 12602 TELECOM C)RIVE, TAMPA, FL 33637 T4mi= (813) 740-9720 Fax: (813) 740-9715 ALL WORK SHALL COMPLY WITH PRE)) CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES REVIEW DATE�RHILL CITY OF Z MINER PLAN EXA+ • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS IM)d Caiplq EDIli011 (2017) • AM L MID STATEADJ. OCCUPANCY _ Rg�DERMGROUP R3 -CONSTRUCTION TYPB - VB ]INTERIOR FDHSH - CLASS B •BASIC ifBID SPEED - VGft=11 MPH Vesd=118 MPH 'I_ RYSTo RESIDENCE URE _ B • •2-STORY RESIDENCE - MAX HEIGHT AS PER LOCAL AND STATE CODES ABv. ABOVE A/C AIR CONDITIONING ADJUSTABLE ALT. ALTERNATE Ho BOARD CL CENTER ABTEET CAB. EN cLG. CEILING CLR CLEAR CPT. CONCRETE CPT. CARPET c.Y. CERAMIC TILE D. DRYER D. DOUBLE D.O. DUAL GLAZED DIA. DIAMETER DIM. DIMENSION DISP. DISPOSAL DR. DEEP DOOR D.S. DOWNSPOUT Du DETAM D,W. DISHWASHER EA. EACH Q v. EQUVNArJox mI. EXHAUST EXT. EXTERIOR F.G./FX. FIXID GLASS F.G. FUELGL FLR ewoR INISH FLUOR FLUORESCENT FR. DR. FRENCH DOOR FIG. FOOTING GA. GAUGE GAR. DISP. GARBAGE DISPOSAL OF.I. GROUND -FAULT CIRCUIT INTERRUPTER GL. GLASS GYP. BD. GYPSUM BOARD H.C.SE HOLLOWCOREv.P. HDR HEADER OR III MORT wsuL. INSULATION INT, MTERIOR LAY LUM. M.C. MFR �. MID. MD. N.T.s. O.C. PL P.B. PH. PLY. PLYWD. PR. P.T. R RAD. REAF° RM PLO SC. S.D. SHT SHIM SHWR SIM sL. sD L. SwS TEMP. THK. T.O.C. T.OP. TO.S. TYP. U.N.O. W. WD. H'DW W.I. LAVATORY LUMINOUS MEDICINE CABINET MANUFACTURER MET THRESHOLD MOUNTED METAL NOT TO SCALE R CENTER PUSHBUTTONS PROPERTY PUSH BUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS REEFRI NGERAATTORRILL REFRIGERATOR ROOM ROUGH OPENING Sam CORE EXTDR SMOKE DETECTOR SINGLE HUNG SHEATHING SHOWER SIMILAR SLIDING GLASS s IDArro SHEAR WALL SECTION TEMITMED GLASS THICK TOP OF CURB TOP OF RATE T.AB TYPICALYPICAL UNLESS NOTED YVAPEORPROOF WASHER WITH IOOOD WINDOW WATER BEATER WROUGHT IRON DATE D99CRUMON �,/* CONTROL DATE ARCHITECTURAL SHEET DESCRIPTION 1*011% ADDED ISO-C ENGNEERING PG Cl-COVER SHEET PG GN-GENERAL NOTES PG Al —FLOOR PLAN PG A2F-FRONT AND REAR ELEVATION "F" PG A3F-LEFT AND RIGHT ELEVATION "F" PG Ei-ELECTRICAL PLAN PG Pl-PLUMBING PLAN PG MI -MECHANICAL PLAN DI —DETAILS PG D2-DETAILS PG D3-PRODUCT APPROVAL LISTING PG WAl-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS PG WA6-WALL ASSEMBLY DETAILS ®V25,AS ADDED OPTIONAL PENDENT LIGHTING AT KITC4EN 01R6/19 FIXED DB1ENSION6 FOR STUDT AND DINING ROOM m2/re REVISE WFT CALCB I0/14/19 UPDATED LED LIGHTS PER OR HORTON 10/30/19 UPDATED LED DETAIL BUBOLEB PER D.R. HORTON I1106/19 ADDED FOUNDATION ON GARAGE EiEARNCs WALL �/ UPDATED bRIPSON CONNECTOR$ I.L O. USP nAMW ADDED I50-D ENGINEERING • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4076 QED STONE CAP NOTE ADDED FOAM CAP ON ELEVATIONS SQ.FT. CALC.'S 3/SnO ADDED FRONT ELEVATION F' PER PPAORTON IA4120 CHANGED ROOM NAVIES PER D.R. HORTON IST FLOOR LIVINb 2.&M $0. FT. GARAGE 619 SOL FT. � b9 $a FT. COVERED LAWN 193 Ga FT. TOTAL 31I3 SQ FT. STRUCTURAL SHEET # DESCRIPTION PG Sl-FOUNDATION PLAN PG S1.lA-DETAILS PG 51.2-DOWEL PLAN PG S1.2A-DETAILS PG S2-LIFT BEAM PLAN AND NOTES PG 32AA-DETAILS PG S3-FRAMING PLAN PG S3.lA-DETAILS PG S3AB-DETAILS PG SNl-DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AS DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE %ONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774.6076 FAX: 407-7744078 wwwsbdeslgngroup.coIn AA ti: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 A, LI FLORIDA 33634 : 813.888.2628 FAX: 813-886.2802 1PaysD:v at L02% SILVERA 11 LOT #12 BLK #10 03719,000-12101 1tOJECT* TWCAMDEN GARAGE OWING: LEFT PAGE: COVER SHEET 150,MPH W. B GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. 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. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE 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. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 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. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %, THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 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. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL, PLACE IN 8' LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7, DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 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 B. EXCAVATIONS TO BE A MINIMUM OF 3'- 0' BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC, UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPOM 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS 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 1318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2 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 ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R3026 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN F -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 hINCH GYPSUM BOARD OR EQUIVALENT. 10. 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. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES INCLUDING SOIL APPLIED PESTICIDES BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. 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.' TIMR 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 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFIWALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUIIBRIO 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 OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM ''/.' PVC (SCHEDULE 40), INSULATED WITH %' 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 SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIORFSSBNES 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 2 COATS, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063-12a. 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS 'L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS CASING BEAD DETAILS - DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -15A AND R703.7. FIRE RESISTANT CONSTRUCTION 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. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 112" GOLD BOND BRAND EXTERIOR SOFFIT BOARD I$ TO BE SECURED TO THE FRAMING MEMBERS WITH i 1/4" TYPE "W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS/ CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 61h EDITION, (2017) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com AA 4. 0003326 - DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813.888.2628 FAX: 813486,2802 F'strimm ae LOT SILVERADO LOT #12 BLK 10 PROJECT# 03719,000-12101 '?=CAMDEN GARAGE 87RNG: LEFT PAGE: GENERAL NOTES 150 Xg EXP. B �1 1WWA1 _ of■■■■■■■'o 0 0 0,l■■■■■loll■■■■■'o poi■■■■■■,o o!Iq � o � -DI'1IS all■1■Ilol!o'�' oilo'I■■■■■■■■lio �466F$jlb. TEMP 0 r - . IN . . GMT ROOM oF 'V II I ©, r 1- mmn-:, BUIROOM ;, - 11 I 11 I TO !.� o ._ 1 . I� - La Fu ._ . ll ` d !I I ' II 1 1 , - '1/ --- o 11' • � o r . II i IN olll'o i9 o �illll�� �o Z e o � BEIRK o — - 0 _ . . _ . - ° _ IN i !li• olin'Io ol':ollo IDAVENEER �I�tl oI1Gl1■■■■■ io oll■■■■I as o II FLOOR PLAN NOTES II - ALL DII'ENSIONB ARE FROM FACE OF T x' BLOM WALL (OR EDGE OP FLOOR SLAB) TO FACE OF WALL STUD UNO. • ALL INTERIOR UALLS AM 31P UNO. - DRYER VENTED n4Q0 CM4 ROOF (VM NOT SCR@ED. AIR C-0MFlRES60R SET ON 44'X44' POURED CCNC. PAD. PAD 131100,18 0' FROM EDGE OF STRUCTURE. - SEE SWEET (IN FOR GENERAL AND STANDARD BUILDING NOTES. - ALL WABITADLE ROOM" TO WAVE ARC FAULT CIRCUIT INTEp%%AmER - ALL PJLL 1EIGWT BLOCK WALLS BETAM RLLED QW-8 WTWCUT CPENHW ARE SWEAR WALL$. FLOOR PLAN SCALE: 1/4' • I'-& nnnuuul fIYJl�lifl3! sQ.F r. CALIC. s ST FLOOR LIVING 2A06 90. FT. GARAGE 619 Sa FT. ENTRY 65 S0. FT. COVERED LANAI 193 SGL FT. TOTAL 3,113 S0. FT. 8 BIO■AE�FO�SEOdDO.IBIB OFBSNm Sam DOZE VOWWWOMO IBINI01 NOTWE FOOTAm MIR WINDOW Im 5 24,3/-32.5 CRITERIA EXTERIOR SWING 18 5 23A/-30.1 DR. MIN. CRITERIA SCaD. MIN. 41 5 22.1/-41ID CRITERIA 16010 OAD. 112 5 20.5/44.9 BASIC WIND SPEED MPH m 150 (Volt) INTERNAL PRESSURE COEFFICENT - f 0.18 BLDG. CAT.=II, EXP.=B, MEAN ROOF HT. 14'-9" PRESSURES HAVE BEEN MODIFD;D PER FBCR 8TH ED. (2017) R301.2.1 TO MEET' TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. ommoAlsoum RADIUS CORNERS, SEE PLAN BRACKET 4 BLOCKING ELECTRICAL BOX AT ENDS OF PARTITION WALL 2'X6'X35-V4' LOW WALL 21X6' STUDS • 16' O.C. W/ 1/2' DRYWALL SWIM AND SECURE COUNTER TOP ES MATERIAL TO CABINETS. INSTALLER SHALL INSTALL FLAT KITCHEN JBAR REINFORCING DABS C Q 4 BRACKETS AS CABINET v =NEGESSARY- In = TYP. CABINET SECTION A SCALE: NTB OPENING DTL. B SCALEI V2 . I'-0' 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774.6078 FAX 407-7744078 www.abdesigngroup.00m AA M: 0003325 DRAFTING BY: L DESIGN GROUP RAFTING INC. UMONT CENTER BLVD. SUITE 1004 A, FLORIDA 33634 : 813688.2628 X:.613.888.2802 BLMDIV ee LOT SILVERADO LOT #12 BLK #10 PIFDJ=T#I 03719,000-12101 'r- CAMDEN GARAGE 8WING: LEFT PAGE: FLOOR PLAN 150 MPH EXP. B AUG D � 08/03/20 BCA=: 1/4"=l'-O" B*lr.ET Al 9'-4' BRG. HCs FOAM ST VEN 0'-O' FIN. FLI 0'-a' GAS, 9'-4' BRG. W.T. 0'-0' FINoi . FL Rb 1 FRONT ELEVATION TEXTURED FINISH NOTE, WALL FENESTRATION FLASHING AS PER FBCR R103A STONE VWAM TO 1W NSTALL.ED PER MAINUFACTUPISM 6PECI1ICATIONB Ii OFF RIDGE VENT REAR ELEVATION TEXTURED FINISH -./-20'-1' BLDG. HGT. OF :PING -4' BRG. HGT. IVE R '-0' FIN. FLR. MIN.) 9'-4' BRG. HGT. FIN. AREA OF ATTIC = 3972 SQ. FT. NET FREE VENTILATION AREA REQUIRED = 1/300 REQUIRED VENTILATION AREA 3972 /300 = 13.24 VENTILATION AREA X SQ, INCHES PER FT. (144) = 1906.56 SO, IN. MIN. REQUIRED VENTILATION = .5X 1906.% IN UPPER PORTION OF ATTIC OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT 953.28 /115 TOTAL# OF VENTS REQUIRED = 8.28939 TOTALROFVENTS PROVIDED - 9 .AREA OF ATTIC IS THE PERIM ITER OF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) — — — — — — — — — — — — — — — — — — — — — — — — — — — SIMPSON STRAP I I PER DRAWING I I (2�i 2X& EIM I I PRE-ENGINEERED I I TRUSS ' I W I I I I I I I I I I I I I I I I I I I J 2XS P.T. BM W/;' FLITCH PLATE A2F CORBEL E DETAIL POST OUT 4X4 ( I I I I I I I \ — — — — — — — — — — — — — — — — — — — — — — — — — — — — i 4' BFW.a. HGT. 'v (2 SE B/ COLUMN DTL. A SCALE. IR' • I'-0' ---------------- \) �t CORBEL 4 TRIM. FOAMORB II EL C 2ROUND T'M RI IN FIELD) SIDE VIEW FRONT VIEW i � I \ N / - — - - - - - - - - - - - - - CORBEL DTL. B 1441 N. RONALD REAGAN BLVD. ORLANDO,FL32750 PH: 407-774-6078 FAX: 407-7744078 wwwAbdoeigngroup.com AA 8: 0003325 J IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33M PH: 813486-2628 FAX: 8138882802 aI DDIV. & LOT. SILVERADO LOT #12 BLK #10 PROJECT# 03719,000-12101 TW CAMDEN GARAGE 81WWO): LEFT PAGE= FRONT & REAR ELEVATION "F" 150 MPH EXP. B I r Dw 08/03/20 BCALE: 1/4"=1'-O" arIEET A2F 12 OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT 5 9'-4' BRG. HGT. - 9'-4' EiRG. NGT. 0 Fli E o® as 00 �� 0'-0' FM. FLR. 3•G - --------------------___ ________—_—___.___—__ -- — - — - — - — - — - — -- 50-B�GR,4DE (MIN.) LEFT ELEVATION TEXTURED PINIBH 6TONE %WEER TO of RISTALLED PER rw+rncTURIN" aFWIll" CATIONS OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT S W-4' BF m WGT.� I SR.. NGT. El " H 's 's �o �o 0'-0' FIN. FLR 0'-0' FIN. FLR GRADE— _ _—_—_-------_—_�_�----_—_—_�_�_—_—_—_—_—_—_—_•—_---_-- _ - GIN (MIN.) RIGHT ELEVATION TEXTURED FINISH WONE VWMR TO EE INOTALLED PER M~ACTUREWO AFEC-FICATI" 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesWgroup.com AA M: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813S86-2628 I. FAX: 81=.2802 anmun+ ,vo 000 , ausz)rv. as LOT SILVERADO LOT #12 BLK #10 PROJMCT# 03719,000-12 Tfff=CAMDEN GARAGE 8TIING: LEFT PACM LEFT & RIGHT ELEVATION "F" 150 MPH EXP. B ft s ELECTRICAL LEGEND DESCRIPTION DARD SWITCH Y SWITCH Y SWITCHER SWITCH BUTTON ONNECT 9106TAT R LE RECEPTACLE (128v/20-AMP LE POLE) DUPLEX RECEPTACLE DUPLEX RECEPTACLE (EQUIPPED GROUND FAULT RUPTERRAMPER RESISTANT TYPE) DUPLEX OUTLET (HALF OF OUTLET D TO SWITCH) ERIOR WATERPROOrnFI EPTACLE (GROUND FAULT NTERUPTER) I®v GUADPLEX RECEPTACLE ® 10V DUPLEX RECEPTACLE (FLOOR ECEPTACLE (4 WIRE GTOROUNTED LIGHT G MOUNTED LIGHT LG. LIGHT NT LIGHT 4LED LIGHT CONCE PRE -WIRE AN WITH LIGHT (I CFM PER Sd FT.) LK>dNT FIXTURE LIGHT FIXTURE B LIGHT FIXTURE ' TRACK LIGHTING ATTIC LIGHT WITH PULL CHAIN ER CABINET LIGHT ® 'x4' FLUORESCENT LIGHT (RECESSED) ® 'x4' FLUORESCENT LIGHT (SURFACE CUNT) 'x4' FLUORESCENT LIGHT (RECESSED) x O CESS LKaHT • CESS LIGHT (VAPOR PROOF) (LING MOUNTED LIGHT WITH J-BOX OPT. FAN LECTRICAL PANEL (FIELD VERIFY OCATION) L METER (FIELD VERIFY— 1.0 -BOX (WALL MOUNTED) ® -BOX (CEILING MOUNTED) (LING MOUNTED FAN B T PAN (1 CFM PER Ea FT-) It JACK 0 DETECTOR (CEILING MOUNTED) 0 , MOUNTED) _CTOR IMES TWO OUTLET FaW=103r TV JACK -E PORT NOTES, • LOCATION OF TV JACKS 4 PHONE OUTLETS I FANS TOSE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. ALL 18 120 AMP BRANCH CIRCUITS TO BE AMC FAULT PROTECTED PER NEC 210.12(b) 2014 EDITION • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GPI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 80 GFM TION NTEI'J"IITTENT PER TABLE MIWA OF FBCR bTH EDIC201'U. • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT-NTEMIMPTER PROTECTION FOR PERSONNEL ON FEEDERS) • WIRING METHOD SHALL SE NON METALLIC CABLE AS NEC 2014 ARTICLE 300A(DX2) • ALL RECEPTACLE TO BE TAMPER -RESISTANT TYPE • AI-L LAMPS SHALL BE SELECTED BY BUILDER AND 1576 OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER FDL. ENEMY CONSERVATION (RESIDENTIAL. ENERGY EFFICIENCY) 20I'I. bth EDITION R404.1 FM7 j - - - - BEDROOM 1 - - I I - - - j I I I I I I \\I � PRE -WIRED CLG PAN -----------------� �M7 r— — _ — _ _ — — — — -- MULTI-GEN BEDROOM I I / I I I 1 Q-' I � i PRE -WIRED \ CLG FAN \I I I I L - - - - - - - - ; o �/ MULTI-GEN t SUITE I / I I I PRE -WIRED CLG FAN I JJ L DjyUNDRY r•1044•- ► 1 AFF. UN r APP. yy,-�� CIA 11 1 1 BOLLARD i \l AS RECL J I PER BLM WALL MOUNTED LIGHT W/SIIITCH IN 1 \ CODE I \ ATTIC 1 \ `\ 3-CAR i GARAGE I \ I \ I I --- - -\ r CLG. GFI OUTLET ICLG. GPI OUTLET FOR OPT. FOR I FOR OPT. METER GARAGE DOOR DOOR/ FIELD OPENERI I OPENER/ VERIFY B 8_ GFI 1 P.M. FOR IRRIGATION 1 / CHIMES OUTLET 1 COVERED LANAI PRE -WIRED CLG FAN Q 1 I r ----------------- I I I 1 GREAT ROOM j \ I \ I \\ I I ' PRE -WIRE, I ' CLG FAN I I / — — — — — — — — — — — — — — J `1 \r---------- 1 DINING ROOM CLG PAN \ II I I 11 I I I PRE -WIRE � IL - - - - - - - - - - - - I Iso I I 1 I I 1 I I I® I /CO L I \ I \ I \ I \ I 1 I -----1 I I I / I i I \\ �Aco I \i I L_��� 1 1 1 I I I b _ BEDROOM � \b PRE -WIRED CLG FAN \ F'RE-WIRED \\ CLG FAN L BEDROOM ELECTRICAL PLAN SCALE: 1/4' a F-0' W P Panel MAIN -A PANEL: 8/16Wp atbrmnkw VOLTAGE: 120124OV-lPh MAN: 150 AM M.C.8 FEEDER:34I Cu TMMd 8.1- #S Cu (G)In 1 1!P C. OR 3. A2R AL THwN S 1- #8 Cu (G) In 11/I C. Wh F•N mN DMYI WM CI,YIII Chen WrN b I.1• Wln wY m fYN"I NaF188TW 1m0 + 2 8 w2 2 m nIg—P p imm a 6 8 48M CLL-1 m 2 mm T e PANEL - A PANEL: 42 at"'akw VOLTAGE: 1201240 V-1Ph MAIN: 150 AOO M.L.O. FEEDER: "I Ou THWN 81. 06 Cu (G)In 1 1,7 C. OR 3. #W AL r WN 8 1- #8 Cu (G) In I W C. wb• P•N mr Owl WNN ek•Ye G"A WAIN D•Wd man it maN Mw mn 1 m amw 16m 1 2 mmmo 60 2 R •it 1 m YNMwlllpo6On tmm b 4 02 1 m mYIA lam 8 46m0 Nw1YYw m 2 MO $12 1 m eM •12 1 m —.0— A o 16m 8 10 ttm On WN 011 m 1 AD m12 1 m BrW DFl Rw pI — 11 12 temm IwMON m 1 wt w2 1 m ,. AFa 1- 18 x "m BF1 m 2 wm mN 1 16 CNw Room lanYA D., L AFC( No 16 t8 1T 18 loom wkw On m 1 w2 mit 1 16 aDA W AM 8mm 1m m 1mM Opal On m 1 M2 n2 m mMRamIaMRAFa t2m N m tmm IOnNW Lb AiNe Ma m 1 w2 5 • m m x M mm 9m OvmMe 8Y "a Botha"a *a 15 16 1 1 mit m1/ 21 m 1m0 aar C•wmq, m m 1 .2 6 m m 31 m at ImM Ion cNkNo 6 m 1 w2 e m x IN 2 m a . AlLLI 6 KVA r MS Nm bT x x 40 41 42 g I . Io 6omaW NpNrpYpNrKIN 1N" 1xm 2— L••8 clb penn4M"wcurNne llh" Factor u ABBREVIATON8: AFa: MCFAULT ClC1aTmDlWYD1EI1 NC: NONCaNCIOENTLOAO NI: ( FALLTIMLMF T btl Waw 1p4hNr NmN 43iw ' FWY tmmo nemer 100E tmm arNr4014 lbmm rrr AA:Iw mrr I h LOAD CALCULATION M M SA ON NC NONOd OINCIOT LOAD Camsl•4laotl Wrb a3m1a mTYY 8l Y4m Wo 1m.] Oanwm Llgtftg a Racm taw Load TINY Nc Fw 2795 DY.rueAAeeawT .n 8385 IBf1re 1 MBSWAJ Ma1100% 85 T4W DNYWI LI ofwp rN) 8450 I I LED LIGHTING LED LIGHTING --- \ @ SINGLE LAV. Cam? SINGLE LAV. I MULTI-GEN BEDROOM BATH LAUNDRY ROOM BATH I I 1' I '-6' 4'-9" '-6", I ---�� LED LIGHTING ® DOUBLE LAV. BEDROOM 2 AND 3 BATH 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL CA'1PLY W7T4 ELECTRICAL PROVISIONS OF THE BYYB.OtW EDITIGN 101,TI. LOCAL CODES, AND ALL LOCAL POWER CCMIPAW RE1i OWARIENM B. ALL CONDUCTORS SHALL IM tTinE TH6N/T MN UNLESS NOTED OTMEII (MIL 1-1,7" PIA 60411PULE BO PVC CO ICUIT OR PROVIDE 3 vro ALUMINUM (AL) N 2" CIA SCFRDULB W PVC CONDUIT LICIff 8 SERVICE IS PROVOW BY THE BLECTRIC COMPANY. COORDINATE WTH THE ELECTRIC COMPANY PRIOR TO END. LED LIGHTING @ DOUBLE LAV. BATH I COMBINATION SERVICE DISCONNECT SWITCH AND M ELECTRIC METER N NOMA 3R ENCLOSURE BflERSYSTEM BONDING TEM"UL AT LOW VOLTAGE CONNECTIONS 00 AMP P44O VOLT I PHASE PNEL 1 a4 Cu SERVCE GROUND CONNECTED TO CONCRETE ENCASED POOTER STEEL PER ELECTRICAL PROVISIONS OF TM PROM & 4 EDrna6 caonL 01/6" CIA X • FT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32780 PH: 407-774-6078 FAX: 407-7744078 www,abdesigngroup.com AA#: 0003325 A DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 336M PH: 813886-2628 FAX: 813-888-2802 8VHDIV- a Lioll SILVERADO LOT #12 BLK 10 PROJTOCT*T 03719,000-12101 T` CAMDEN OARAOE BIWINGT LEFT PAOIIh ELECTRICAL PLAN 150 MPH EXP. B B1• n 08/03/20 1/4"=1'-O" E1 HB 1 I I I I I I I — I �o I I I 22'-2' 42'X 1 I I I 60, TUB .p I � � • I I -r- I I df • 1 I I I - � - I I 9 AV.` f--- I 5 =9' 4'-9' N � I - OI°T m REF. Y (U7G)I II PRE.F'LUMD I ------------ ry Q I p I I s �I I KITCHEN ip 81NK W/ vip AUTO VENT 2' VTR 2' VTR 2• I -____" I I II/2 cav i OPTk I 2' VTR 1/2. - =--= ---� I C 3' II IR' 2 1/2'LAV 2' VTR 20'-3' 2 ILC 1/2' 3 1 I/2 11/2 2' VTR LAV I . LAY 3' L.T. TUB LAV ROUGH WC WC I LAV UJ 1 1/2 2' TUB I 3 3' 2' �' • 9HWR 3' 1 1/2' 3' 3' 2'-" 21'-9• 8HIU2 WG 2 MA WC I I SINK 6RJK I Av. LAV Co I _WC. 2' TO O ----- PLUMBING RISER MAIN L ----- I 0 20'-2' 6'-I®' 2'-6' 1'-II' N I � N I I I HB I PLUMBING PLAN SCALE, 1/4 • I'-V' 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH:407-774.6076 FAX: 407-7744078 www.abd•signgroup.com L AA is 0003325 "0044 DRAFTING By. A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134BSG-2628 IN FAX: 8134W2802 SVHDIN. & LOT SILVERADO LOT #12 BLK #10 pacimCT* 03719,000-12 'T CAMDEN GA %Aas 8111MG: LEFT PALM PLUMBING PLAN 150 MPH EXP. B HVAC NOTES ■ 1. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WTH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SMALL BE APPROVED UL IN CLASS I AIR DUCT AS PER N°PA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN N7 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FE1C 6TH EDITION (2011) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH MC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SMALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS SMALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. NO. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER SOLID LINE- SUPPLY TRUNK BROKEN LINE. RETURN TRUNK l BALANCING DAMPER OR OBO O CEILING EXHAUST PAN CEILING EXHAUST FAN # LIGHT O/A OUTSIDE AIR m THERMOSTAT m PASS-THRU AIR GRILL NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC SECURETO CONDENSER CEILING EXTERIOR WALL IUNI 81MPSON WB ROLL STRAP O O OR EQUAL �� y AIR RETURN AIR SUPPLY y SUCTION AND LIQUID REFRIGERANT LINES 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) "SXI I/4' SHT. MTL. SCREWS AIR HANDLER y CONDENSER UNIT EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE CONNECTION TO PAD EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB NOTE: MAIN COND. DRAM 3/4' DIA T REFRIGERANT LINES TO OVER HEAD • 12' FROM STRUCTURE PLATFORM RETURN CONDENSING UNIT TRAP DRAM LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 301.24 HVAC DRAINS SCORIATED NICKEL\\ // FIN. FLOOR GA BRONZE FL. PL. \ / OR WALL -6' SEE SPEC. -�—FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC vFL00R SLAB CLEAN -OUT (TYPN� FIN. GRADE OR PAVING 1'-81XS' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED nEXT. GROUND CLEAN -OUT (TYP, MECHANICAL PLAN SCALE, 1/4 . I'-C' 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 327W PH:407-7746078 FAX: 407-7744078 www.abdesigngroup.eom AA #t: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC.. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH:813888,2628 FAX: 8134MM-2802 111111111111nmm11! BVHDIV. Se LOT. SILVERADO LOT #12 BLK #10 PROJECT# 03719,000-12101 T CAMDEN GARAGE BWMG,. LEFT PAGE. MECHANICAL PLAN 150 MPH ER. B 2X4 TOP RATE — PRE-FAB TRUSS I/2' CL.Ca. DOARD 14' DRYWALL T` r SECURE BT. — PLATE TO SLAB W/ 10d MASONRY NAIL • 32. Or — MAX FIN. FLR 2X4 WOOD STUDS 024' or_ IYVIL: 0161V.7 IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.C. TYP. INT. WALL (NON—BRG.) 21 SCALE. 3/4'.I'-0' 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (U- "5 (2) COURSE DO NOT CUT THE BOND BEAM REBARS 2A PIPE THROUGH BOND BEAM D1 SCALE:3/4'■I'-C' pm as Low 2B GAS LINE THRU BLACK wj/k.Ls •d 1 19 �� GARAGE DOOR JAMBS D1 SCALE: 11/2'"1'-0' FIBERGLASS SHRJGLES 2X4 SPF 24' O.C. MAX OVER 030 FELT PAPER OR SECURE W/ (2) I2d NAILS FIBERGLASS SHRJCiLEB SYNTHETIC PRODUCT, • EA. END OVER •30 FELT PAPER INSTALLED PER SECTION FIBERGLASS SHINGLES 2x BLOCKING iEN TRUSSES OVER IND FELT PAPER OR FIBERGLASS SHINC:LEB OR SYNTHETIC R906JJ ON J' O.G.B. PER STRUCTURAL L DETAILS SYNTHETIC PRODUCT, OVER �30 FELT PAPER PRODUCT, INSTALLED SHEATHING OR }' CDX OR SYNTHETIC PER SECTION R301511 PLYWOOD SECURED PER PRODUCT, INSTALLED FASTENER SCHEDULE INSTALLED PER SECTION PER SECTION R905.LI ON �' ObD. SHEATHING ST11"ACK AT ALL UPRIGHTS EMEATHINCs OR }' COX ON J' O.S.B. SHEATHING 9M' GYPSUM BOA OR }' CDX PLYWOOD PER STRUCTURAL DETAILS PLYWOOD SECURED PER OR }' CDX PLYWOOD OR IQ' HIGH SECURED PER 1'-0' I'-®. SECURED PER STRENGTH CLG FASTENER SCHEDULE TYp , TYP FASTENER SCHEDULE FASTENER SCHEDULE BOARD REFERENCE MTL. DRIP EDGE OH. V _ PRE-ENG WD. TRJ88 O.H. MTL. DRIP EDGE STRUCTURAL 2x FASCIA PER PER ELEVATION 2x FASCIA PER ELEVATIONS ELEVATIONS SEE ENERGY CODE FORMS FI CONT. 2x RAT RUN SECURED PER PRE TRUSS INSULATION R-VALUES PRE -ENO° TRUSS VENTED SOFFIT STRUCTURAL DETAILS VENTED SOFFIT MTL. DRIP EDGE REFERENCE STRUCTURAL MTL. DRIP EDGE SEE EENERGRCODLEBFORMS FOR PER ELEVATION PRE ENG GABLE TRUSS PRE-ENG. GABLE TRUSS 2x FASCIA PER I .m WEEP SCREED PER ELEVATION WEEP SCREED 2x FASCIA PER ELEVATIONS CA ELEVATIONS 2x P.T. SECURED 5/S' GYP&JM BOARD OR 1/2' 2x P.T. SECURED PER VENTED SOFFIT INSULATION VENTED SOFFIT R-4.1 INSSTRUCTURAL DETAILS NG HIGH STRENGTH CLG. BOARD STRUCTURAL DETAILS WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS R-4.1 INSULATION V2THICK 2 COAT REFERENCE WINDOW ATTAGFEMENT 4S PER PORTLANDPLASTPPLIED CEMENT STRUCTURAL MANUFACTURES SPECIFICATIONS DIRECTLY TO MASONRY ERENCE bd P.T. PURRING STRUCTURAL STRIPS 24' O.C. IQ' THICK, 2 COAT PORTLAND bei P.T. FURRING 1/I' THICK 2 GOAT PORTLAND 8' CMU CEMENT PLASTER APPLIED STIRIPS I/!' THICK 2 COAT �' GYP. W_.,BD. CEMENT PLASTER APPLIED 1/2' GYP. W-. BD. DIRECTLY TO MASONRYPORTLAND CEMENT cMU WOOD BASE DIRECTLY TO MASONRY WOOD BASE PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR1 _ _ 0'-0' FIN. MR. 0'-O' FM. FLR ° _ 0'-0' FIN. FLR . a . CMU a a a n W/ WINDOW OPENING TYP. WALL SECTION n W/ WINDOW OPENING n TYP. WALL SECTION le NO OPENING NOTE: " " NO OPENING PER SECTION 905.1.1 - FOR ROOF SLS 2:4 i—STORY HIP BLOCK WALL 2) LEA ERIUNDERLAYMETO LESS THNT SYSTEM 5 1—STORY GABLE BLOCK WALL D1 6C4LE, 3/4'.P-0' IS REQUIRED. FOR ROOF SLOPES D1 SCALE, 3/4'.P-0' OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTM D 4"S TYPE IV, OR ASTM D 6151 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdeslgngroup.com AA A 0003326 DRAFTING SY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813688-2628 FAX: 813886.2802 aunDiv. s 7'0 SILVERADO LOT #12 BLK #10 PRO.TICCT# 03719,000-12101 T CAMDEN GARAOZ srIING: LEFT PAGE: DETAILS 150 MPH E B DATE: 08/03/20 DCALE: 1/4"=1'-0" D1 im 7X6 PT. • CENTER OF DOOR 4lADER SECURED UV (1) in, X 6' J-BOLT W/ 4' 14K EI'IBEDFETR UV 2' X 2• X W U46MM 4 NUT OR W/ (2) N' X S' ANCHOR BOLTS I/W' UA G6`M' 4 N!T m E SECURE 2x4 CN RAT TO BLK ® UV MASONRY NAILS. 2X6 GARAGE DOG[ K SECURED E UV (6) IR' X S' J-BOLT OR ANCHO BOLA, UV 4' MIN. 0"EEDMENT, W/ X 2'X IW WASHEFN 4 WT. (I) WTHa' OF TOP, (V WI1HN S' OF THE BT)EVENLY SPACED.E E III E NOTE& ALL A1404ORS SHALL BE N ACICORDANCE TO MAUFACTUREWS, INSTALLATION NSTRUCTIONa eA ER 1 N1CH UMTMJCTIeWa AIM M tHM 6T16I6tl GARAGE DOOR eBUCK ATTACHMENT 4GL6. N'•M1I` F;T Lll I'X4. OR I'X2' P.T. NAILER ❑ Ix4 P.T. OR 1/14'X4' MIN. SECURE THRU FRAME 4 EXTEND I-Yi INTO BLOCK W/ %' TAPCONS (MIN. SHANK SIZE .145 MIR HEAD SITE 300 MIN. EMBEDMENT I-Y4 WITHIN8' OF EACH END 4 18' O:C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS, NOTE: SHIM A8 NEEDED TO PLUMS JAMS (00NOT EXCEEDY4) DOOR JAMB TO BLOCK +3/4 OR +5/4 A UDUDOR TO B CK +9 4 OR + 4 UOr-ALE, N.T.S. 2X4a SECURE TO BLOCK W/ TAPCONS (MIN. SHANK SIZE 148 MIN. HEAD SIZE 900 MIN. EMBEDMENT 0,9 WITHIN W OF EACH END t NOTE: STRUCTURAL 2X 18' O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2Xbm SECURED THROUGH SECURE BLOCK W/2-%' NON-STRUCTURAL V.- SO TAPCO(MIN. TAPCON MIN SHAWL SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 • CMN MIN. EMBEDMENT 1 Yi) 'DRYWALL WITHIN B' OF EACH END 4 18' O.C. MAX SPACINGr. 'X4' OR DO' P.T. NAILER 2X&: SECURE TO BLOCK W/2-))(6' j(6' ONUS. X 4' MIN. TAPCONS (MIN. SHANK SIZE J48 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMIB OR WINDOW MM. EMBEDMENT I Y49 ATTACH TO 2X PER UT14N 8' OF EACH END t MANUFACTURES DETAILS. 18' O.C. MAX SPACING NOTE: SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED A') DOOR JAMB TO BLOCK +1-15 If in1 117NDOM TO HLOCK +1-15/ S " SCALE: N.TA, 2X4m SECURE TO BLOCK W/ TAPCONS (MIN. SHANK SITE .145, MIN. HEAD SIZE -400 MIN. EMBEDMENT I Y49 WITHIN 8' OF EACH END 4 STRUCTURAL 2X 18' O.C. MAX SPACING. M UST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-A)(6'NON-STRUCTURAL TAPCONS TAPCON MIN. I-Y4 (MIN. SHANK SIZE .148 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 Cm MIN. EMBEDMENT I Y49 DRYWALL WITHIN 8' OF EACH END 4 16' O.C. MAX SPACING. X4' OR VX2' P.T. NAILER ❑ 2X8ns SECURE TO BLOCK W/1-116' TAPCONS DOOR CASING (MIN. SHANK SITE .148 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y♦') DOOR JAM® OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. DOOR JAMB TO BLOCK +3" �s1 WINDOR TO BLOCK +3" " SCALE: N.TA. 2X4a 2X4:m 2X4:IIE SECURE TO BLOCK W/ JJ6' SECURE TO BLOCK W/ 1}(6'TAPOONS SECURE 15LOOC W/ Il(6' OR TAPCOUBO (Mitt SIZE !4B (MIN. SHANK SITE .1 (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. HEAD SIZE 3000 MIN. HEAD SIZE 300 MINI. EMBEDMENT I Y4) MIN. EMBEDMENT I Y4') MIN. EMBEDMENT I Y49 WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X WITHIN 8. OF EACH END 4 WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 18' O.C. MAX SPACING. 18. O.C. MAX SPACINS. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH 2X6:m 2X6m SECURED THROIXAH SECURE TO BLOCK W/2-%' NON-STRUCTURAL JJ(6' SECURE TO BLOCK W/2-%' SECURE TO BLOCK W/2-i(6' if.' TAPCONB(MIN. SHANK SIZE TAPCCN MIN. 1-Yi TAPCONB(MIN. SWANK SIZE TAF'CONS TAPCON MM. I Y4 TAPCORu R I-A4' I45 EMBEDMENT INTO BLOCK. •1415 (MIR SHANK SIZE .148 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') MIN. HEAD SIZE 300 MIN. EMBEDMENT I YE MIN. EMBEDMENT 1 Y4 ) WITHIN 8' OF EACH END 4 8' CR WITHIN 8. OF EACH END 4 18' O.C. MAX BPACNCs. 8' WITHIN B' END 1 8' C Al Y)' DRYWALL 10' O.C. MAX SPACING. 4XSma Ji' DRYWALL I'X4' OR I'X2' P.T. NAILER 1S' DRYWALL DR 1'X4' OR I'X2' P.T. NAILER MAXACH WS O.C.OMAX SPACING 2XBma I'X4' OR 1'X2' P.T. NAILER ' SECURE TO BLOCK WR-JJ(761Z-E 2X SECURE TO 2Xg,® CASING TAPCONS(MIN. SHANK UCTURAL MEMBER 7�V( SECURE BLOCK WR-JJ(6' CABINS 8 0 BLOCK IW2-'lt6' 145 712.WITHIN 8'aF EACH (MIN. SHANK SIZE 7,. (MIN. SHANK SIZE J48MIN. HEAD SIZE 300 ED 4 6' TO B' O.C. MAX .1, MIN. HEAD SIZE 300 JAMS OR WINDOW MIN. HEAD SIZE 300 DOOR JAMS OR WINDOW MIN. EMBEDMENT I Yi) CASING MIN. EMBEDMENT I Yi) C� TO 2X PER MIN. EMBEDMENT I Y4') ATTACH TO 2X PER WITHIN 8 OF EACH EN DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. *'or- MAX SPACING ATTACH TO 2X PER 18' O.C. MAX SPACING. 18' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB /DO NOT EXCEED Y49 NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED )4) NOTE' SHIM A8 NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLOCK +1-1//2" DOOR JAMB TO BLOCK +2 ��4" DOOR JAMB TO BLACK +3" n 1TINDOlF TO HLOCK +L-i/2• n T1INDOTT TO BLOCK +2 1/4"MNDQI F TO BLDCX +3" r' SC E. N.T . - ALE: KTA E: N 2X4a SECURE TO BLOCK WY4 TAPCONS(MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y♦') NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 18' OJC. MAX SPACING. SECURED THROUGH 2X6:m NON-STRUCTURAL IN►' SECURE TO BLOCK WA-1/4' TAPCON MIL W.14 TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK. .145 MIN. HEAD SIZE 300 , cm MIN. EMBEDMENT 149 DRYWALL WITHIN 8' OF EACH END 4 18' OZ. MAX SPACINCT. 'X4' OR I'X2' P.T. NAILER 2X8� ❑ SECURE TO BLOCK W/1-1/4' 7(6' O.Olk X 4' MIN. TAPCONS (MIN. SHANK SIZE J45 DOOR CASNG MIR HEAD SIZE 300 MIN. EM5EDM -NT I Y4') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER IS' O.G. MAX SPACING. MANUFACTURES DETAILS, MOI6M Y.RMM Te NYO"oro Ta-=w X'J DOOR JAMB TO BLOCK +3-7/18" G-- 2MQW-W BWCK +3-7 18• E: NTA. 2X4.= SECURE TO BLOCK W /4' TAPCONS (MIN. SHANK SIZE .1415 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' OJG MAX SPACING. MUST BE ON OUTSIDE 4 2X6:m SECURED THROUGH SECURE TO BLOCK WA-114- NON-STRAZ'NR'A'L W6* TAPCONS TAPCON MIN. I-Y4 (MIN. SHAWL SIZE .145 EMBEDMENT INTO BLOCK MIN, HEAD SIZE 300 MIN. EMBEDMENT I Y49 ' CMU WITHIN 8' OF EACH END DRYWALL IS' O.C. MAX SPACING.X4' OR VX2' P.T. NAILER 2X8m SECURE TO BLOCK WAP.T. X 4' MIN. TAPCONSOOR CABINS.(MIN. 4MANUFACTUIRES, SHANK SIZE .1MIN. HEAD SIZEMIN. EMBEDMENT I Y♦')OOR JAMB OR WINDOW WITHIN 8' OF EACH ENDTTACH TO 2X PER 18. O.G. MAX SPACING. DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED Y4 ) DOOR JAMB TO BLOCK +3 9/4" n T([NDO LA TO BLACK +3 3/4" E: N.T.O. 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA #1: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886-2628 FAX: E33-086.2802 8U13DIV. as LOT SILVERADO LOT #12 BLK #10 PROJECT# 03719,000-12 CAMDEN GARAGE EWING: LEFT PAGE: DETAILS 150 MPH EXP. B PRODUCT APPROVAL LISTING SHINGLE (STANDARD) - EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/20ZO 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 104S6.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11495.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10655.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 KAYCAN LTD. PANEL WALLS SOFFIT 2017 FBCR 3/2/2030 FL16503.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2017 FBCR 3/2/2030 FL18644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.10 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 12/31/2020 FL 16982.3-111 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 12/31/2020 FL#15353-R4 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2017 FBCR 12/31/2020 FL#153S3-R4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2017 FBCR 12/31/2020 FL 15076.1-115 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2020 FL 56842 - R7 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.20-114 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.2-114 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.3-116 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7347.2 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7630.2-117 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR w/SIDEUTE 2017 FBCR 12/31/2020 FL 9223.5 - R7 THERMA-TRU EXT. DOORS SWINGING EXT. ONE LITE DOOR 2017 FBCR 12/31/2020 FL 5891.4-115 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 21/31/2020 FL 10758.1-117 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL15216.1-R7 OWENS CORNING - RHINO U20 ROOFING UNDERIAYMENT 2071 FBCR 12/31/2020 FL 3792.2 LAMANCO, INC. ROOFING ROOF VENTS 2017 FBCR 10/4/2020 FL 10477.1-RS JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13192.1-115 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13223.1-114 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13265.1-R3 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 7006.1-119 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 158.1 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM WWW.FLORIDABUILDING.ORG CONTROL DATE: 07/27/2020 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32760 PH: 407-7746078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-SM2628 FAX: 813888.2802 OUBDICV. Ac LOT SILVERADO LOT #12 BLK #10 PROJECT# 03719,000-12101 'Mr CAMDEN OARAOE 8WWO: LEFT PAGE: PRODUCT APPROVAL LISTING 150 MPH EXP. B PII60R`ED CONTROL JOINT FLANGE OF C0NTIWL JOINTS W WIRED TIED TO LATH • W O.G. MAX (VERT.A El21LL DO NOT FASTEN CONTROL JfOSR TO WALL EVEN IF STD EXISTS BEYOND DOCEPT STAPLES W/ W LBO SWIPES�CONTROL JOINT Y 2a USED TO TIP. DURING INSTALLATION —� FASTENERS TO BE 6PACED-7 • T' O.G. MAX VMPITRCALLY / �-- i' THICK S COAT C 11 NT / \ PLASTER r I RB LAYER -2, PORTRRISM / OWLDING, PAPER APPROVED FETAL LATH PASTMD n• (VERT) Or— MAX AT SUPPORTS UARS LAYER -L STUCCO RM6eP WOW SHEATHING NOT CONTROL SHALL AND I � •' TO •' .' To e' \ LATH SHALL OE CONTIISJOl6 TNROUGIa JOINTS BUT BE STOPPED TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING, PER ASTM CW61 PLACED PLAT MAX. W TO r TJOJ'N FROM CONTROL JOINT WREN \ CONTROL JOINT FALLS ON L FASTENERS FOR LATH TO BE NAILS O\R STRUCTURAL 811JD STAPLES N COMPLIANCE UV ASTM CW63 2. WNW TES TO BE (NO. W COLTS' WIRE / S. BLOCKING SHMN MAY W N AMMIO�F \ TO WALL STUDS FIE S REQUIRED ! PLAN / O"W TYPE CONTROL JOINT OLPOI.D P/f11I�.PI.A OL POLO N.MIO • Pr. A 7. pWom •Pr.8 . pEAW R.0 OL KPID.&MIND• Pr.A a. prfle8 • M. i POLO •w • ® IIIOLD eWIPD•R.A >. C1fA4e • Pa. W • CPKAM • Pr. C . POLO tn. C Qrw PI. S TILL FT. C Td101Y EDTroM PLYtl. Ui . iwTDrP R'U= YeTEa TOGA IWAL_ POLO. DQ Mawr. Y) I AT OOM OFRMW. NOTE, _ SHIN APPROVEDOULDINIS AD MINIMUM OF W • VERTICAL LAPS (ROLL 4k4' SELF-ADIERNG MEMBRANE PLA614M (COMPATN" UW HGIBE f' ENDS) a i' • HORIZONTAL LAPS, ALL SEAMS NEED TO �! TAPED LATH VERTICAL LAP TO BE P UIRAP MATERIAL) OVER APPROVED HOUSE UMRAI'. •C• WITHI POR'TUBER MEATHIN6 TAPE RR.A WIS TO EXTEND ONTO Pees / I' OR LESS PIPE / \ PENETRATION R•16 (COMPATIBLE IV FI0118! MATERIAL) OVER 4.4' / \ .:: t SELF-ADFERNG MEMBRANE PLASHING OVER APPROVED / r nsa LAP • rterlL LATH \ :: .. '; HOUSE UMRAP. `� } PLASHNNG TO IPXTEA ONTO PIPE X X X_—cO — — — — Oft AND OVERLAP ONE SIDE OF —\•its— METAL LATH K�'DWERM'� CUT AND OVERLAP ONE SIDE OF I STEP 01 STEP 0 "EI1DR"NE 77- IMIB LAYER -L TH CD COAT CMENT OTUOCO WRAP I STUCCO U�RAI�e • ww e r METAL LATH -2. Wm LAYER 4, PORI'IIRMR UMlB LAYER 4, FORTPIBER �BWLDNG I UM® LAYER FORTPIBER BUILDING PAPER BUILDING PAPER METAL LATI PAPER i'W SELP-ADHERING, MEMBRANE STUCCO WRAP MASHING, OVER 4St4• SELF-ADIERNG MEMMIRAIE INSTALL PAST04NO (1CLIPS. FLAGWM OVER APPROVED WOW SHEATHING, STRAPS, STAPLES) AS REOEIRSD TO eECURE S SAP• FLIMISIG, TO EXTEND ONTO PIPE PIPE/ IMRE TO PRAMIING, 4LA4'GELF-ADWERM ME'IBRAE PLAGWM OVER APPROVED MOM WRAP. r MN ur" FLAMING TO E)MDQ ONTO PIPE LIP. �' OVEN ALL LA► 2 Ili• COW BEAD OF SEALANT SCALE. I IR'.1LAE INSTALL APPROVED WOUSEURAP AIR INFILTRATION BARRIER OVER SHEATHING, ELASTOMERIC COATING, OVER STUCCO/ aV. PINIMI (SEE TYP WALL SECTION) � KICKOUT DETAIL WARR I00LLO RT DAD � (W CR NOTE, SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMING, PIE IDERS. THEY SMALL BE TIED WTH OO4TS-K (121-ASV WIRE AT INTERVALS NOT MORE THAN S' (228-M I). AS PER ASTM CBSS TAL FOR REPAIR OF TEARS N WPM LAYERS, TEARS MAY BE PATCHED UYHOWE WRAP TAPE PER MAd4a<. SPEa OR PEEL a STICK WOOD SHEAT BUILDI PAPER STUCO WOOD SHEATHING OR CM WRB LAYER 01, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (CM) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOF/UJALL SCREED z S'XS' 'L' TYPE CONTINUOUS E Z GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS 5 "L" FLASHING N.T.S. SECTION PER SECTION RMT 6lWW latft Wd el•WahE EMerlor os• of poM-d a t plaster Shell -Vy sntl the apppm#on requlremente of ASTM C 928.12A. ImtMatlon of mdedw Ie81Ng wW fMnllrtp shall owoy with ASTM C 1083-12A. PIPE PENETRATION DETAIL (FRAME) N.T.S. LEGEND DRAINAGE PLANE (WRB LAYER "i, STUCCO WRAP) WR5 LAYER 02 (FORTIFIBER - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO L - 7, :77 SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R1031.1 / ASTM C-84i-0c9, MIN. 2.5 LBS. PER 5a, YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) L ALD REAGAN BLVD. DO, FL 32780 7-774-6078 07-7744078 eslgngroup.com : 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 8438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813888.2828 FAX: 8134 W2802 BUDIDI . a(: LOT: SILVERADO LOT #12 BLK #10 PROJMCT# 03719,000-12101 TWCAMDEN GARAGE 831ING: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B D TE 08/03/20 SCALE: 1/4"=1'—O" SHEET WA1 INSTALL 6' SELF -ADHERING ME 15PANE FLASHMG OVER STUCCO TOP, SIDE(6) AND DOTTOM FINISH M' FLANGES OF NON -MOVABLE _ FRAME OF THE ExHA)ST. 6' SELF ADHESIVE WOOD CONSTRUCTION h SEAIINCs OF PLAS14MG TO BE, OVER TOP 4 SIDES _ L BOTTOM. 2- SIDES. 3. TOP X: VENT CAP 16 TO ISE SET IN DED SELF WOOD SHEATHING WOOD SHEATHING OF SEALANT' AT TOP AND FLASHING STucLAYER 41, SIDES ONLY. SEALANT 16 TO BE UNIT WRB LAYER sl, TOOLED 60 AS TO DEFLECT STUCCO WRAP i .'. WATER AWAY FROM JOINTS. PREI 1ANUF. DRYER BUILING LAYER 4, FORTIFIBER { E-Z BEAD ALL AROUND DPAPER 1441 N. ftONALD REAGAN BLVD. ORLANDO, FL32750 VENT -APPLY SEALANT ALL VENT CAP (SET IN METAL LATH PH:407-774-6078 I JOINTS AND INTERSECTIONS CONT. SEALANT) WRB LAYER 02, FORTIF15ER FAx:407-7744076 ' APPLY SEALANT AT PERIMETER OF BUILDING PAPER coN6TRICTION �/- tieH . wooD° www.abdosigngroup.com BACKER ROD NON -MOVABLE FRAME AND STUCCO FASTEN TO WOOD STRUCTURAL AA S: 0003328 ONLALL 10'' CAULKMG • JOINT SEALANT • AL TOP < SIDES C MEMBER • T' oa MAX THI 3 COAT CEMENT a' Ct11 DRAFTING BY: PER SECTION RM.7 PLASTER u%6P0)j�M�I �DWdLL A.B. DESIGN GROUP Exteriorlathinu and Dlartalno DRAFTING INC. BACKER ROD Exterior use of portland cement plaster `•.' :' shall comply with the application O DRYER VENT (BLOCK) V TO Ye' MID -WALL 643TAMPA, LOTDA33iBLVD. _� SURE 1004 x. requirements of ASTM C 926-12A. WEEP SCREED a TA PN 813418D.A�3834 r 6' WIDE STRIP Installation of exterior lathing and framing 'd; ADHESIVE FLASHING, SEL FAX: 8138862802 G, CLEAN ' shall comply with ASTM C 1063-12A. MASONRY BEFORE APPLY W6 WED LAYER �, ; . �': STUCCO WRAP X" FLASHING TEXTURED TEXTURED FINISH •MASONRY NODDED VENT THICK,3COATCEMENT BUILDING PAPER OVER •QUICK FLASH' r" — — -` WOOD FRAMED WALL ® HORIZONTAL WEEP SCREED PLASTER (FRAME TO BLOCK) METAL LATH — HORIZONTAL WEEP SCREED (FRAME TO FRAM E W M LAYER •2, FORTIFfBER PIPE IRE TNROI1fsN / BUILDING PAPER WOOD SHEATHING 1 DRYER VENT (FRAME) 6' SELF ADHESIVE FLAWING (INSTALL PER MANUIP. SPECS) $USI) . Le LOT: SILVERADO LOT #12 BILK #10 PllOJECT# 03719,000-12 T CAMDEN GARAGs 611IIDiG: LEFT PAGE: WALL ASSEMBLY DETAILS - - - - - - 150 MPH E. B WRB LAYER e2 (FORTIFIBER — — — - — — GGRRADE'D' METAL L BUILDING PAPER) AREA TO RECEIVE METAL LATH STUCCO SCRATCH COAT SEALANT FELT-PROVIDE METAL LATH x—x—x—x < 1 COAT OF PAINT W/BACK- JOINTS I TTSND A ROLL PRIOR TO STUCCO ELEC. METER INSTALLATION PROVIDE STUCCO SCRATCH G 1 Q COAT LARGER THAN THE ELEC. WOOD SHEATHING ® METER CAN OR METER CAN COMBO OR METER CAN AND SELF-ADHESIVE FLASHING — — — — — DISCONNECT STEP 05 STEP #(o NO NOTE: DATE'. OB/031 METAL LATH: LATH TO BE PER SECTION ELECTRICAL CONDUIT OELECTRICAL RECEPTACLE acwLE i/4„=i'-0• R103.1.1 /ASTM C-84Z-09, MIN, 2.5 LBS. O PER SQ. YARD (UTILITY OR NOMINAL PENETRATION °HSTT„T�� LATH DOES NOT MEET SPECIFICATIONS) �I�I WOOD FRAMED WOOD SHEATHING WALEXT. UIALL WRD LAYER M, _ STUCCO WRAP SUS -FLOOR DECKING WOOD WNR6 LAYER 4, FORTIFISER CONSTRUCTION BUILDING PAPER PRIe-ENG'D TR]JSB %' HAT CHANNEL PLABCK 3 COAT CEMENT WEATHER 1 UkV TYPE 'X' DRYWALL USER 6' SAF. • TOP OF WEEP SCREED WEATHER RESISTIVE TO SHEATHING BEHIND WEEP SCREED BARRIER 4 4' POSITIVE DRAIN j' THICK 3 COAT CEMENT/ RIEB WOOD SHEATHING WEEP 6CIiEED PLASTER METAL LATH WRB LAYER M, - � �\ STUCCO WRAP ;� WOOD SHEATHING i' THICK 3 COAT CEMENT PLASTER RENG AM66-WRIC-1W CI / PLA614M WRAPPED i • TOP OF WEEP SCREED TO SHEATHING BELOW UJIM 01, 6TIICCLAYER OUN AP 4' POSITIVE DRAIN WEEP 60REED URRB LAYER 4, FORTIFISER NO GAP IN FIELD i BUILDING PAPER (SHOWN FOR CLARIFICATION OF ....i.;: i SEPARATE ACCESSORIES ONLY) .. ' 6'6ELF-ADHEREING FLASHING WRAPPED LLRS LAYER M STUCCO W4AN' �a ` ,� J • CORNER OF CANTILEVER AMICO AM66 WRAC 1SO CUSTOM CASING BEAD 4' POSITIVE DRAW 1 Y WEeP eEP] Are -- NO GAP IN FIELD —' (SWOUNN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD 10A DTL. ® CANT. SCALE" NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / A5TM C-541-0S, MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER M 9/4 RESILIENT WEATHER PM616TIVE HAT CHANNELI fSARRIER 12 "- i' THICK 3 COAT CEMENT METAL LATH ®PLASTER B/6' TWALL t;�4A W(TEXINTED WOOD 6HEATHNGFINISH,' THICEMENT(2) 2x12 HEADER PLAST 11D DRIP EDGE INSTALLATION EXTERIOR GRADE DRY WALL j' THICK 3 COAT CEM1 PLASTER VWYL CORNER BEAD 0 CANTILEVER DRIP EDGE LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER ...... — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — — — COLUMN SHEATHING ATTER RESISTIVE DARNER M 3' X 3' 26 GA GALV. WEATHER RESISTIVE FINISH LAYER (2 LAYER METAL DRIP EDGE BARRIER a PEEL 4 STICK) SET N FULL DED OF 6' PEEL 4 SEALANT,)i' MRL 6' SAF, \ STICK 0 DRIP SPACE FROM DRIP PEEL 4 STICK EDGE TO FACE TO TREX 11(i'x3' 'L' FLASHNG DECK FULLY EMBEDDED N ROOF CEMENT I K' X 3' 26 GA GALV. Ys' GAP FOR SACKER METAL DRIP EDGE I JW V4' P.T. OR SIMULATED ROD 4 SEALANT SACKER GAP FOR BACKER SET M FILL DED OF WOOD (IBEX) FILLER VINYL CA611JCs,�AD ROD 4 SEALANT ; SEALA1NT,& MR SPACE FROM DRIP CONTINUOUS VINYL t TO TREX WEATHER RESISTIVE WATER PROOFING be WEATHER RESISTIVE VINYL CASING BEAD DARNER M LAYER (2 LAYER PEEL 4 BARRIER M \ 818TIVE STICK) WRAPPED FROM WEATHER RESISTIVE WATER PROOFING bt =;tRRIEER li BALCONY DECK TO '`o BARRIER V LAYER (2 LAYER PEEL EXTERIOR COLUMN CANTILEVER r"YR"0"°`''E" 4 STICK) a.w:P COLUMN SHEATHING i' PEEL 4 STICK • DECK MEMBRANE, DRIP EDGE' DECK EXTEND OVER DRIP PEEL 4 STICK 6' SAP. SUB FLOOR EDGE 11(r'x3' 'L' FLASHING ®® 3' X 3' 26 GA GALV, SUB FLOOR FULLY EMBEDDED N IUV METAL DRIP EDGE ® ROOF CEMENT BET M FULL BED OF 1)s X 3- 26 GA GALV. 11f'XI t)'4 P.T. OR SIMULATE SEALANT, )f' MIN. METAL DRIP EDGE WOOD (TREX) FILLER SPACE FROM DRIP FACE TO TREX I)vXI r P.T. OR SIMAILAreD SET N FULL BED OF CONTINUOUS ) FILLER SEALANT,)f' MN. Y4' GAP FOR VINYL CASING HEAD CONTINUOUS SPACE PROM DRIP ROD 4 SEALANT WATER PROOFING lotFACE Yi GAP FOR SEALANT j TO TREX VINYL CASING BEAD FINISH LAYER (2 LAYER LAYER (2 LAYER PEEL E OPT, BACKER ROD, PEEL 4 STICK) STICK) WRAPPED FROM MODIFIED 8D �- WATER PROOFNG lot 3/4 RESILIENT BALCONY DECK TO LAYER (2 LAYER PEEL 4 HAT CHANNEL CANTILEVER 3/4 RESILIENT STICK) WRAPPED FROM II THICK 3 COAT CEMENT HAT CHANNEL BALCONY DECK TO PLASTER VINYL CASING eEm CANTILEVER METAL LATH j' THICK 3 COAT CEMENT 5/6' TYPE 'X' DRYWALL WOOD 614EATWNS PLASTER WVTEXTURED 4 PANTED WEATHER MR616TIVE BARRIER M 5/6, TYPE 'X' DRYWALL METAL LATH FINISH WEATHER RESISTIVE W/TEXTUREp 4 PAINTED I WOOD SHEATHING THICK 3 COAT CEMENT IERI D FIN16W PLASTER pl DRAIN ;' THICK, 3 COAT CEMENT 4' POSITIVE BRAN WEaP Armer� VINYL CORNER HEAD WEEP SCREED PLASTER -- ----- VNYL CASING BEAD NO GAP IN FIELD (BHOm FOR CLARIFICATION OF (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION 0 BALCONY DRIP 11 EDGE INSTALLATION ' R COLUMN (W/"L" FLASHING) WOOD SHEATHING 2x FRAMING MEMBER WRB LAYER M, STUCCO WRAP THICK, 3 COAT CEMENT WOOD SHEATHING PLASTER WRB LAYER 02, FORTIFIBER BUILDING PAPER 2 1/2' CORNER BEAD ' WRB LAYER 01, FASTENED TO SHEATHING METAL LATH I STUCCO WRAP i 71' OZ. MAX. j' THICK, 3 COAT CEMENT ! i WRB LAYER 112, FORTIFIBER f". n PLASTER , BUILDING PAPER x URBCGOLAYER WSELF-ADHERING ' METAL LATH STUCCO FLASHING '' J' THICK, 3 COAT CEMENT WOOD SHEATHING (EXPLODED Ew FOR PLASTER (GHOWN FOR RIFICTION OF SEPARATE CES60 RIE ONLY) I "/ METAL LATH I DRIP CAP ---�-� hH A N A P CLARITY) WOOD CONSTRUCITON ' WEATHER RESISTIVE BARRIER M WEATHER RESISTIVE BARRIER 4 VINYL CASING BEAD i' THICK 3 COAT CEMENT PLASTER S/S' TYPE 'X' DRYWALL METAL LATH W/TEXTURED 4 PANTED WOOD SHEATHING FINISH %' THICK 3 COAT CEMENT l HEADER/BEAM PLASTER YINTL SEPARATE ACCESSORII 11 _RIt EIGE INSTALLATION WRB LAYER "2, FORTIF15ER BUILDING PAPER 14A CORNER BEAD C FRAME l.2 1/2' lk - CORNER BEAD (FASTENER i SPACING ® 1" O,C.) CMU SS THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY N Or ONLY) 14B CORNER BEAD C� BLOCK WINDOW FLANGE WRB LAY ENUILDING i 5B CASING BEAD C� WINDOW FRAME, NO BAND) 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA is 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH:813886.2628 FAX: 813.8862802 lo OUDDIV. Ae LOT SILVERADO LOT #12 BILK #10 PROJDOT# 03719,000-12101 T CAMDEN GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS `1111,150 MPH E B WOOD SHEATHING GAGING BEAD PLTHICK 3 COAT CEMENT - �' THICK, 3 COAT CEMENT PLASTER IX TRIM MEMBER TO TRIM METAL LATH ' SEALANT � ; METAL LATH WRB LAYER "I, •STUCCO TO 01 STUCCO WRAP SIDING TRANSITION WLAYER 4, FORTIFISER f RB WOOD SHEATHING BUILDING PAPER WRB LAYER +2, FORTIFIBER SIDING WOOD SHEATHING / BUILDMG PAPER i r WRB LAYER 01, ' ` , d 1 WINDOW FRAME f ' I STUCCO WRAP / METAL LATH i — -.-- WRB LAYER •2, FORTIFIBER THICK 3 COAT CEMENT I WRB LAYER 62, FORTIFIBER STUCCO LAYER WAP STUCCO LAYER P /� BUILDING PAPER PLASTER P 1 i BUILDING PAPER SitlCCO WRAP ; E-Z BEAD VINYL CASING CASING BEAD 1 6'SELF-ADHERING i METAL LATH (W/�(e' FLEXIBLE PVC BACKER ROD) FLASHING 1 THICK, 3 COAT CEMENT rp' SELF-ADHEREING I VINYL ANGLED •- (EXPLODED 8� FLASHING OR PEEL •STICK CASING BEAD e' CVIEWLARITY) ) PLASTER SIDING TO STUCCO I WRB LAYER W, STUCCO WRAP, CLARITY) CASING BEAD WRAPPED AROUND FRAMING MEMBER DRIP CAP 1 (CROSS SECTION) I 6' SELF ADHESIVE FLASHING I WOOD SHEATHING WINDOW FLANGE S YWRAP i 1, 2X FRAMING MEMBER VINYL ANGLED OODoON°�TIaN DETAIL BELOW EXPLODED FOR CLARITY WOOD 6NEATNMG � WRB LAYER "2, FORTIFIBER 6JARRIER MEOW" , ENJtLDING PAPER 6`A�ER111MI6rhrt-------------------------------------------- :: METAL LATH j; ! x T Y SLAP aoa+G W &ELF— WERING J' THICK, 3 COAT CEMENT +� a 6 6ELF-ADHERNG I �' THICK, 3 COAT CEMENT PLASTER ': FLASHMG \ IR �elerlvE Y4' GAP TYP PLASTER / \ WEATHER RESISTIVE CASING WINDOW METAL LATH 6'SELF-ADHERING erARTER 6TItlP \ \\ DARRISR a / SEALANT FLASHING I I am°�ia�eioADHER� ; GALV'D METAL \ dALV "IIETAL WRB LAYER 62, FORTIFIBER DRIP CAP x' RAWINS 616 ; WINDOW FRAME BUILDING PAPER WINDOW FLANGE °SOD TRIM R ; WOOD SHEATHING CASING BEAD CE) WINDOW Y'X6. 61MJLA7�p (FRAME, W/BAND) I Waoo TRY1MEP18ER 15C \ \ / OR APPROVED WALANT 1 �� t ' 1 1 SIDING TO STUCCO WRB LAYER Pi, STUCCO WRAP ® BLOCK TO FRAME WOOD SHEATHING 9 TRANSITION I 6' WIDE PEEL 4 STICK I OVER FLANGE j WINDOW FLANGE METAL LATH WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER J' THICK, 3 COAT CEMENT — PLASTER VINYL ANGLED CASING BEAD VINYL CASING BEAD WOOD SHEATHING NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTP'I C-841-09, MIN. 2.5 LBS. PER 80. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB LATER 01, STUCCO WRAP EATH6IG_ WEATHER RE616TIW BARRIER I1Q�.616TIV! BAPMER WRB LAYER 02, FORTIF15ER X-piraAeolon BUILDING PAPER 61 AOHER�IGG METAL LATH 6TARTER6T1lIP— (EXPLODED J° THICK, 3 COAT CEMENT °A` VIEW FOR PLASTER~ CLARITY) 14" CASING BEAD C9) RAISED 17A BAND (FRAME) SCALE: 1 1/2' -1' -0' PLAGWI G,N6 `R1tl ATHER DISAMER WEATHER 1164i"ER 6. &ELr-ADHERING / PLA6HRMi WEATHER IMIGTIVE BA KIER q TO LAP ` ABOVE TOP \` OF •r FLmwws � I a I WEATI.ER RE616TIVE \ � DARItlER'I \ / RIBATHER BARRIER GLALVV METAL WFLAGWING 155im an WEATHER RE616TIVE BAPIMER 9 TO LAP W MI.L ABOVE TOP Cr 'r lLA W M3 SIDING TO STUCCO ® FRAME TO FRAME a 9 TRANSITION 106I6TIVE � C PVC RE6lenve \ E-Z BEAD VINYL CASING 2X FRAMING (W/%, FLEXIBLE PVC BACKER ROD) MEMBER .APPLY FULL BED OF SEALANT BETWEEN BUILDING FLANGE 4 BUILDING WRAP WRAP , EZ BEAD WINDOW CASING1 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 62 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32780 PH: 407-774.6078 FAX 407.7744078 www.abdosign$roup.com AA fh. 0003325 mmW Ill DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 81388&2628 FAX 813388.280x lo SUSDIV, S. tLOT SILVERADO LOT #12 BLK #10 PROJECT# 03719,000-12101 TW CAMDEN GARAGE 8WING: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B CUT HOLM!) - AT 40' ANGLE R MODIFIED 11, CUT IN HOLIES RAP LINE OF WINDOW AFTT$DVED HOIMEWRAP \ OVER &BATHING OVER WD STUD WALL STEP I EMEND FLASHING MIN I. BELOW SILL \J/\ FLEXIBLE FLASHING DO NOT SEAL BOTTOM —� FIN STEP 6 TENPORARLY FOLD -UP 4 aEc wouem~ ro rim FLAP ZINC & HEAD FOLD HOIMEW IN AT JAI'EIS I $LOPE SILL II ALIGN FLASHING, W) PR. EDGE OF SILL RO. MECWWICALLY FASTEN FANNED Ecom (CAP NAILS, STAPLES) &NTALL OUPONT FLOGR.AP AS TN I•LAS4IN6 AT THS FOLD HOUSEURAP DOM HTAPE DIAGONAL C1( H ACROSS HEAD OF WINDOW STEP 8 rPLY 4' 4WIP IOW ■ $6ALAN APE& ANC rPLY TO WIDOW NA LOW aI M-RUNCI IDLES OR INSTALL S' WIDE ADHESWE SACKED FLEXIBLE PLASHIN MATERIAL OVER DRIP CAP JOINT (F4%MCTO-WRAP ST•20%L - ECSV) WINDOW FLASHING INSTALLATION DETAILS 1 ( FULL WRAP) SCALE: NTS WM L IT M THE CONTACTOIWS RES`O MISILTY TO VERIFY TWE COPIPATISILITY OF ALL PRODUCT& INCLUDING NOLMEWR.4P. SEALANT$ 4 SELP-4*19 ING, 14A$4142 MATERIAL& LINED DURM GCNSTRUCTION, 2. INSTALL ALL MATERIALS PER ti~ACTUINM WRITTEN BPEGFlCAr" SEALANTS MAY REACT ADVERSELY IF NOT COMPATIBLE. CLEAN AND SEAL JAMB TO SILL JOINTS WITH DOIU 1198 FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK REPAIR SCHEME SHOWN SHALL ISE IMPLEMENTED AT ALL WINDOWS WITH EYIDENCE OF WATER INTRUSION BELOW THE WINDOW OPEND43 AL INTERIOR PERIMETER OF WINDOW WITH ALANT 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdeaigngroup.eom AA 111: 0003326 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813E88-2628 FAX: 813886.2802 ISV83DIV. & LIT: SILVERADO LOT #12 BLK #10 P1tOJffiCTp 03719,000-12 T CAMDEN GARAGE BVnNO: LEFT PAGE WALL ASSEMBLY DETAILS: WINDO FLASHING 150 MPH EXP. j aw 08/03/20 8CALE: 1/4"=1'-0" BE== WA5 ' / % \ . • VS' TEXTURED FINISH o WOOD, . __ _ -. _ _ _ _ i- 1 ' a cD x _ --- _;+.- ; 2x6 SUB-BANt) FINISH ;/ W/1'x4' NOTCH 9 METAL LATH x x x x x x x x END, WRAPPED IN PEEL < STICK METAL FASCIA WRAP WOSHEATHING cmu x x x x x x IOR WRB LAYER M, x x x x x x I" / DRIP EDGE a\ STUCCO WRAP(PRAME oN-Y) x x x x x x x x x x x x IURB LAYER R, FORTIFIBER I x x x x x x x x x x x x x '1/8' TEXTURED I \ _.. BUILDING PAPER __ - � (FRAME ONLY) x x x x x x x x x x x x x FRAME OR CMU \ FINISH m WOOD \ 2xv SUe BAND ROOFING CEMENT • x x x x x x x x x x x FELT PAPER i I/S r a 1/2' TEXTURED / \ x x x x x x x x x x / FINISH a CMU / \ DRIP EDGE x x x x x x x x x x DRIP EDGE /i - \ x x x x x x x x r METAL FASCIA \ WRAP Ys' FROM \\ METAL KICK OUT PL B x x X x x (REFERENCE POINT ONLY, FOR WALL OFF >4N STUCCO, I' FROM \ ♦-.. '� �,' WOOD WALL SET OF COMPONENTS) _.---------- \\\ \\ = METAL FLASHING, WRAPPED Y EXTERIOR WALL (FRAME OR CMU) \ MIN.Y4' ABOVE BOTTOM OF DRIP EDGE \\` NOTE: NOTCH FOR 2X6 \\ SUB BAND ONLY \ ROOF KICK OUT REMOVED 2x SUB -BAND \\ \ FOR CLARITY WA1Yx4' NOTCH g \\ \ END, WRAPPED IN \ ROOF DECK (BEYOND) PEEL < STICK DRIP EDGE, I' OFF WALL -ROOF CEMENT s \ NOT INTO STUCCO) F EDGE OMITTED FOR \\ I \ �116' TEXTURED FINISH A CLARITY \\\\\ % WOOD, 1/2' TEXTURED SUB BAND DETAIL ® WALL \ FINISH a CMU // 2x6 SUB -BAND W/l'x4' NOTCH B END, WRAPPED IN PEEL 4 STICK ®E L 11,4 T f ON METAL FASCIA WRAP I' OFF ov WOOD WALL. SUB BAND 2' OFF WOOD WALL 3• x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x - FRAME OR CMU PRE-ENG'D TRUSS TO BE CUT g x x x x x x x x x x x x x WALL KICK -OUT FLASHING WALL LINE TO AVOID CONTACT x x x x x x x x x x x FELT PAPER W/TEXTURED FINISH x x x x x x x x x x zz 2'x4'x4'-0' x x x x x x x x x x DRIP EDGE SCABBED TO TRUSS x x x x x x x x W/12d NAILS 6'-S' x x x x x (REFERENCE POINT O.C. MAX. x ONLY FOR WALL OFF SET OF COMPONENTS) 2x SUB -BAND W/%"x4' NOTCH BEND =' METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND METAL FASCIA WRAP W/U�'x4' NOTCH 0 ®Pl->4N A DRIP EDGE END, WRAPPED IN PEEL 4 STICK EXTERIOR WALL -ROOF CEMENT (FRAME OR CMU) ROOF EDGE OMITTED FOR SUB BAND DETAIL Ca? WALL CLARITY W/KICK— OUT 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com AA N: 0003326 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33OU PH: 813-886.2628 fAX: 813.888.2802 911NI1111 SVBDIV. & LOT: SILVERADO LOT #12 BLK #10 PROJECT# 03719,000-12 T-CAMDEN GARAGE 8WWG: LEFT PA"WALL ASSEMBLY DETAILS: SUB —BAND 150 MPH EXP. B AUG Dw 08/03/20 SCALE: 1/4"=1'-0. WA6 �4'130NC.�QF 50'-0" W 30' 8' 19'-4• M TO 3'-8' 27'-2' 18'-0' 1D SLAB 3 — — — — TE_t — — — — — I — r-, I FM•16X18 — — — — 1.1 4'-5""0 3'-2' 3'-2' 10'-0" 8'd' F2-3oX301 1` 4"CONC. m SLAB O w IW- PVC F1-30X30 y �a f n / CHASE _ 1 z `� 1 -0 i/2d j 1 Tr 1" PVC CHASE _ w ti ,` FOR ELEC. 0 EXTEND FM-16X78 Y SLAB 1 1/2' 1 ILLn `, 010. ' 0 f TOP OF 17 I SLAB 3'-2• \, LTE_1 l -31/2 IH zl `, ``,` 21 t T T 12 4 ILL , O i� N FM-16X18 EXTEND �O. SLAB 1 1/2" q SLAB m -31/2 --TE-2 ---- SLOPE 1/8' / w -6112 A, DCD CT Y 2'-8" N f w O h IC-) LL I, 2 0- 16-0" f -71/2� 4 _ FM-18X18 1.1 20'-0" TE-2 N e 10'-10` f EXTEND SLAB 1 1/2" `a 11 N 1,1 I_ FM-16X78 Ft-24X24 .� 4 tl.12. 1f-2 FMC-16X18 4' CONC. SLAB S. 4 K18 0w1.1 FM7 U) I� q%—d Ft-24X24 N CT LE- FM-16X78 'v F 0 N 0 FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2- TOP OF FINISHED SLAB SHALL BE +4-0'. 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +4-0% SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2' FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOWIDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.GINDICATED #5 BAR, GINDICATES #6 BAR,MNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF, BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 900 HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 30', #6 =36'), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I.530-13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I.530-13/ASCE 5-13, USING: Pm 1,500 PSI, TYPE'M' OR'S' MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER j OF SLAB SUPPORTED 3'-0' O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, Sth EDITION SLAB SCHEDULE SLAB I THICKNESS I REINF. REMARKS 8x6 W1.4xW1,40VER GENERAL 3 1/2' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARB SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30' LEG EACH WAY. MARK WIDTH I LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-16x18 16, CONTINUOUS 18' - (2) #5's (+)0'-0' FMC-16x18 16' CONTINUOUS Is, - (2 #5s #51N CURB VARIES FI-24X24 24" 24' 12" (2 # 75s (-)8' BELOW GRD TE-1 8' SEE PLAN 8' - 1 # s . 0'-4' TE-2 8' SEEPLAN 8' - 1 5s (-)p�0- CWC-12X12 12, CONTINUOUS 12 - 2) #5's #51N CURB VARIES F7-30X30 30' 30' 12' (3) #5's (3) #5s (-)8' BELOW GRD F2-30X30 30' 30' 12' (3) #5's 1$) #68 - 12- BELOW GRD FOUNDATION PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN 13LVD. ORLANDO,FL32760 PH: 407-774.6078 FAX: 407-1744078 www.abdesigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH:8138864628 FAX: 813.886.2802 9UBDIV. & L40 SILVERADO LOT #12 BILK #10 PROJECT# 03719,000-12101 ' ' CAMDEN GARAGE SWING: LEFT PAGE: FOUNDATION PLAN 15 PH EXP. B 30' 1 MIN. EACH WAY MONOLITHIC FOOTING Z • -6 ..� Z STEEL REINFORCING IN GROUTED -'-' STEEL REINFORCING IN GROUTED II[� - — CELL SEE PLAN FOR SIZE AND d IL CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS" 0 Y SPACING REQUIREMENTS ¢ t �_ °— �a' GARAGE DOOR ro = �a a < -F.r� °•. ,.1 I RECESS - Z 8' CMU WALL ¢v O 8' CMU WALL f CORNER BARS, SAME SIZE AS LARGER BAR (0 w W B` O fO ? IN FOUNDATION WITH 30' LEG EACH "911 UI U + 0.0' 0. WAY AT ALL CHANGES IN DIRECTIONS U) TOP OF SLAB TOP OF SLAB I SO THAT THE STEEL REINF. IS CONTINUOUS MATCH AMOUNT OF CONTINUOUS BARS • el I,° •, CURB FOR ° EXT. PORCH SLAB W/ U2• ISOLATION -,, SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4• CHAMFER (I STORY) M3 18' EXT. PORCH SLAB �- - ARIES SEE SLAB SCHEDULE TOP OF GARAGE 4' CHAMFER a P I .I CONTINUOUS STEEL MONOLITHIC ° FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET r;p. AT ELEV: JOINT (WHERE � 4 0 � 8' CHAMFER (2-STORY) !F4 24' W/ 1/2' ISOLATION (1-STORY) 6' CHAMFER (2-STORY) 0'-0" ���FFF APPLICABLE) Z - SEE SCHEDULE y5 �" JOINT (WHERE, APPLICABLE) z Tea ° EE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WxD, BAR SIZE N6 36' FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY N AND BAR QUANTITY NUMBER OF BARS (W 2 TO 3, PROVIDE 2 BARS), UNO R7 42' r,_'�EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE scALE:3a=r-o 2 scALE:a4=r-o GARAGE CORNER BARS DETAIL DOOR OPENING 3 4 SCALE: 3/4'=1'-0' SCALE: 3/4'=1'-0' LAP TOP PLATE A MIN, OF 48' LAP TOP PLATE A MIN. OF 48' AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON VERIFY HEIGHT NAILS, 2-ROWS, 4' O/C BTM. HEIGHT HEIGHT NAILS, 2-ROWS, 4' 0/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL PLAN LAP TO OCCUR OVER STUD OF WALL PLAN uJ 20 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE W C] 0- ( No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE > N NEW REINF. BAR SPACING. SINGLE BTM. PLATE 1/2'x8• WEDGE ANCHOR W/ 2' BTM. PLATE TO BE PT. O SECURED W/ 2- PART ii TO BE PT. PROVIDE DBL. TOP PLATE WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO MSONRY SLABNAIL 2' CAPPED I EPDXY. MIN. EMBED EPDXY 5-1/2' EMBED. MIN. 0 16' OC GALVANIZED PIPE J _ 8`, UNO SIMPSON SPH4 OR SPH6 MAX. B'/OOC STAGGERED. ADDITIONAL METAL W/FLANGE 0 BASE ¢ 0 FOLLOW ALL MANF. BTM AND TOP PLATE CONNECTORS NOT SPECIFICATIONS FOR I USE AND ANCHORS W/ 10d x 1 1/2' REQUIRED WHEN NO o = M PREPARATION OF COMMON NAILS FILL ALL HOLES, DO NOT USE 10d w UPLIFT IS PRESENT. w 0 HOLE. 3' ¢ Q x SEE SLAB SCHEDULE ¢ SEE SLAB SCHEDULE SECURE FLANGE TO Q SLAB W/(4) 1/4' X 2 1/4' 0' 0' + p-0' TAPCONS Q TOP OF SLAB � : TOP OF SLAB . 4` CHAMFER (1-STORY) 6' CHAMFER (2-STORY) - �: :r• e EQ. EQ. SEE SCHEDULE EQ, EQ. SEE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY ADDING BAR TO (_.11NTERIOR CURB FOUNDATION WOOD WALL o INTERIOR CURB FOUNDATION WOOD WALL 5 BOLLARD L� \ 6 MONOLITHIC FOUNDATION —°=1'-0• -- SCALE:34'=1'-0' (W/UPLIFT) 8 SCALE:34'=1'-0' (NO UPLIFT) SCALE:3/4'=,'-0' SCAlE:3/4._1,-0. LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4' O/C BTM. VERIFY HEIGHT J��OFWALL STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD W/ PLAN CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 2x4 OR 20 WOOD BEARING PROVIDE BLOCKING Z WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL 0 C Q 16. O/C STAGGERED. ¢ ul 0] ADDITIONAL METAL CONNECTORS NOT U REQUIRED WHEN NO Q UPLIFT IS PRESENT. O Z 8' CMU WALL POURED LINTEL CONT. (TYP.)TOP CMU FILLED CELL (TYP.) B' vARiEB B' 3' ''' OF SLAB01-V8' SEE SLAB SCHEDULE2X WALL FRAMING TGROUTED +- tl-0•SEE OF SLAB a< d SLAB SCHEDULE ♦ 1/2'DIA. SIMPSON ST82 BOLTS 5'TOP MINIMUM EMBEDMENT INTO SOLATED•COLUMN PAD CELL, 4' FROM ENDS AND ' e ° CENTERED UNDER WALL AND 16' O.C. VERTICALLY MAX e ° _°•. r� ; POURED MONOLITHICALLY WITH < r FOUNDATION AND SLAB SEE SCHEDULE �7T SEE SCHEDULE �n ro�oec m L FOR WxD, BAR SIZE I/FOR WxD, BAR SIZE AND BAR QUANTITY � ✓ AND BAR QUANTITY SHOWER RECESS FOOTER INTERIOR FOUNDATION(WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRTO 12 9 SCALE: 3/4'-1'-0' NOOOPL 10 FOOTING AND COL. PAD BLOCK WALL CONNECTION SCALE: 1'=1'-O• SCALE: SCALE: SCALE: 3/4'=1'-0' 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774,6078 FAX: 407-7744078 www.ebdeslgngroup.com L AA B: 0003326 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-MG-2628 FAX: 813886.2802 MGM & LOT SILVERADO LOT #12 BLK #10 PROJECT# 03719,000-12101 9t CAMDEN GAR LEE SWING: PAGE: DETAILS 150 PH EXP. B 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com L AA N: 0003326 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813886.2628 FAX: 613-MG-2802 ammm� eunDiv. ac LAT SILVERADO LOT #12 BLK #10 PROJECT# 03719,000-12 J -* CAMDEN GARAGE SWING: LEFT PAGE: DOWEL PLAN 150 MPH EXP. B DOWEL PLAN SCALE: 1/4" = 1'4' 5 a S v TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10' HOOK GROUTED BOND BEAM L VARIES PER ELEV. CLEAN OUT REQUIRED FOR INSPECTION TIE'VERTICAL REBAR °a TO HORIZONTAL e ; REBAR W/ 10' HOOK //yf��- BAP SIZE 48 BAR DIA. Z a: O #4 1. U #5 30' #7 42' HORIZONTAUVERTICAL REINFORCING 1 SCALE: 3'4'=1'-0' A Z i N OFFSET METHOD CONTINUOUS BAR SIZE 488AR DIA. METHOD #4 24 HORIZONTALNERTICAL #5 30 REINFORCING rZ #7 42' SCALE: 3/4'=1'-0' #5 BARS CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGJIBLVID.ORLANDO, FL 3PH: 407-7746FAX: 407-7744www.abdesigngroAA #: 00033 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5438 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813-886.2628 FAX: 813886.2802 BIIIIIIIII! sUSICIM & LOT SILVERADO LOT #12 BLK #10 PROJECT# 03719,000-12,01 T CAMDEN GARAGE OWING: LEFT PAGE: DETAILS 150 MPH EXP. B i AUG D TE 08/03/20 SCALE: 1/4"=1'-O" MILE= s1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x i 1/2' HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2' HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2' HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4' NOMINAL BEARING (C). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT[ X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PSS36, .177' ° x 2 7/8' LONG, WITH WASHER 0 16' O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIZE S` DESCRIPTION REMARK 1O (2) 2X12 © (2) 2XII BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL/T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. - EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (Pel) WIzH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 (1)45 WA GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE LATERAL LOADS FOR SAFE GRAVITY LOADS FOR 8' PRECAST & PRESTRESSED U-LINTELS 8' PRECAST & PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 6ww,69lw 1 SAFE LOAD - POUNDS PER LINEAR FOOT 6WW- j9I841 SAFo GOAD 6wr-69SA I SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH °_ 3'-9' (42') PRECAST 2231 4'-V (4e) PRECAST 1955 4'4r (541 PRECAST 1599 94' (54') PRECAST 1217 9.10' (t0') PRECAST 1082 9-0' M PRECAST on r!' 8101 PRECAST 743 Oi' (1121 PRECAST am 1041' (12B) PRECAST 475 11'4- (138) PRECAST 362 12'-0' (1441 PRECAST 337 IS-C (180") PRECAST 298 14'-0' (1851 PRECAST 279 14.4r (1751 PRESTRESSED NA 194' (1841 PRESTR688ED N.R iri' (205) PRESTRESSED N.R. 19'-4' M21 PRESTREINIED NA 21'4' X81 PRESTRESSED N.R 274r (2841 PRESTRESSED N.R. 24'-0' PRESTRESSED �11 �1 1=1 =- =7 omm000 m �f��Ommm omoomom � omm000v mom�r,.lromm �mm0�00 ®Om00m � m00�0 �1�1O�Q 0000®umao ommoo��r s�osaoo�lo 000momo 0000mov O��m000 ©oc�0moo BL7�m0m®0 ©���WMmMM ��©0��� 000mmmm 0000000 0��0®m0 0000�8�70 O��Om00 (2e81 NA 126 1 M 1 400 1 04 1 SM 1 1002 L IM2 (N) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. -ALL VALUES TAKEN FROM WM LOAD TABLES' SY CASTCRETE MAY 2015 EDITION - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURE'S SPECIFICATIONS S4f (421 PRECAST 1025 1024 4'4r (461 PRECAST 765 753 B41' (54-) PRECAST 692 501 9i' (041 PRECAST 411 411 V-10' (701 PRECAST 340 330 94P (781 PRECAST WT 721 r-r (901 PRECAST 424 534 V-4' (117) PRECAST 320 512 10-0' (128') PRECAST 284 401 11'-C (135) PRECAST 290 452 lr-V (1441 PRECAST 244 402 13'4' (150) PRECAST 217 324 W-W (1581 PRECAST 205 293 14'4r (178) PRESTRESSED N.R. 2S4 1941' (1341 PRESTRESSED N.R. 250 1ri' f208') PRESTRESSED N.R. 194 IW-V (2321 PRESTRESSED N.R. 148 21'i' IPr PRESTRESSED N.R. 125 2r-W (254') PRESTRESSED NA 118 21O Mn PRESTRESSED1 N.R. 1 91 LENGTH 08 3'4r (421 PRECAST 300 4'4r (451 PRECAST 073 4'4' (61') PRECAST 746 9i' (641 PRECAST 115 9-10' (7') PRECAST I90 V-r (7S) PRECAST 303 Tor (99') PRECAST 730 914- (11P) PRECAST ISO 104p (128') PRECAST 164 11'4' (135) PRECAST 137 12'4P (1441 PRECAST 110 17i' (1801 PRECAST ADO 14'4r (10" PRECAST 91 14'%r (1781 PRESTRESSED S3 W4' (1641 PRESTRESSED 54 1ri' (4081 PREFMESSE0 62 10.4 O'.32'1 PRES1RE88ED 42 21'i' Mn PRESTRESSED 40 1 12T4r (2541 PRESTRESSED 33 ) )2r-W p1351 PRE87 D (k) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE • PROVIDE MINIMUM 4.OF BEARING PAST EACH SIDE OF NANDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTELRETE DIVISION ACCEPTANCE #: 15-0126.03 '♦T__—_r_____---1T/OM/1892 ___—_—___—_-- 8F16-1T/0-00B _-____—__^____8F16-1T/OM/1B __________ II 1 1 ♦♦ ♦41W1 1 1 I ♦♦ ♦ AH7 � LL 0 17 "' 01 I m 1 o f ^ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 I 1 1 1 1 1 1 8F16-1T/GM/1B I I I I I I I I I I I BRF14- 4'-0' R LINO, PROVIDE BBI WHERE ROOF TRUSSES BEAR, TOP OF WALL EL. 9'-4', UNO. ca 9 0 1 1 ♦♦ 8F36-1T/OWOB ; '�; J----------% ♦ ♦♦ 9'i" I 2 1 z ♦ 8F16-1T/OM/OB ♦ 8F36-1T/OM/1B ♦ c ( LIFT BEAM PLAN SCALE: 1/4" = V-O" 1441 N. RONALD REAGAN BLVD. ORLANDO,FL32760 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.00m AA #: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134386.2628 FAX: 813.886.2602 amanm BLTHDIV. do LOTIIIII SILVERADO LOT #12 BILK #10 PROJECT# 03719,000-12 ' CAMDEN GARAGE 8RING: LEFT PAGE: LIFT BEAM PLAN AND NOTES %150 JQPH EXP. B G1 L 08/03/20 M 1/4"=1'—O" ET s2 NOTES TO THE INSPECTOR/CONTRACTOR TYR 6'x8' 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING PLACE STEEL HEIGHT. �V REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. �G STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST i#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8'xl6' •`�,V�' 5. THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE OM BOND BEAM '- #5 CORNER BAR W/ 30' LAP FOR EACH COURSELD OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED, THE STEEL 1#5 COURSE OF BOND BEAM REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL, VERTICAL REBAR W/ 10' HOOK B" A VCV• 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. *-- BEAM W/ 5 BAR BOND BEAM�� ��Ch'P�O (BO O EACH COURSE ' G 8x8 BOND BEAM TOP O • QG�\� W/ (1) #5 BAR BOND BEAM Q 30" TYPICAL Q F =FILLED Wf GROUTti' .��Q U =UNFILLED GROUT SOLID FROM TOP JJ�� NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2N0 BOND BEAM, IF FILLED LINTEL. BEAM COURSE #5 BAR IN BOND BEAM SEE NOTE 5 Kj// /� 16-1 T/1 IYI/ 8x0 PRE -CAST CONCRETE P05�F�P NOMINAL—�� LINTEL W/ (1) #5 BAR (L2) LENGTH OF BAR = WIDTH OF MASONRY CORNER QQ' HEIGHT # OF #5'S, TOP 0 OPENING-2' IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR� BEAM DESIGNATION REINFORCING OF BOND BEAM THAT xFxx-iTn Ma81NDICATESa DOUBLE BOND BEAM #OF #5'S,BOTTOM 8x8 PRE -CAST CONCRETE G SCALE:3a'=1'-0' 1 AN O XFXX -1T/OM/08 INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (LI) REFER SCALE; 3/4'=1'-0' IT 13 THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS TOP AND XUXX- 1T11MIOB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL OF OPENING AND XUXX- IT/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) SINGLE BOND BEAM 20 (MIN 2 X 3)1-3/16 AT HIGHER ELEVATION TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD WINDOW SIZE.3-MIN EMBEDMENT 1 SINGLE BOND BEAM 1/4') 8' FROM EACH END AND AT LOWER ELEVATION 18' O.C. MAX. MIN 1-1/4' EMBEDMENT #5 BAR BENT AS SHOWN 24 (MIN 2 X 3) 2-3116 TAPCON PRE -CAST °4 1�' OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 1/4') B' SLOPE FROM EACH END AND 18' O.C. MAX. MIN 1-1/4' O 2.0 n EMBEDMENT 0 _ 2%8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SO SHANK SIZE.145 MIN HEAD AS. TO ALLOW BENT SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING BAR TO BE PLACED IN 1/4' B' FROM EACH END AND SECURE TO SHEATHING W/ /7/16'OSB UPPER AND LOWER #5 MIN. REQUIRED 18' O.C. MAX. MIN 1-1/4' MIN, 2-12d PER BLK. EA. END VCMUWALL BOND BEAM EACH CELL HOOKED IN D EMBEDMENT TOP BOND BEAM W/ SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW SILL CONSTRUCTION CORNER BARS FRAMING DETAIL AT �3 AT CORNER STEP 5 SCALE: 3/4'=1'A' SCALE: 3/4'=1'-0' PROVIDE 3' DIA. HOLE IN LINTEL SO THAT VERT, REINF. BAR CONTINUES THROUGH LINTEL. ISINGLE #5 CORNER A BAR, 3Ox30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM 0 II I II 8x8 CMU PIER PROVIDE 05 BAR W/ SINGLE OR DOUBLE REINF. BAR(S), AT EACH SIDE SEE PLAN, II / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL. CHANGEIN ELEVATION OF BOND BEAM 7 SCALE: 3/4'=1'-0' SINGLE LINTEL, MULTIPLE OPENINGS 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesign9roup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD, SUITE 1004 TAMPA, FLORIDA 33634 PH: 8134 6-2628 FAX: 813866.2802 amgnm musDm de LOT: SILVERADO LOT #12 BLK 10 PROJECT* 03719,000-12 TW CAMDEN GARAGE 8MiNG: LEFT PAGE: DETAILS 150 MPH EXP. B ol D TE /2 08/030 SCALE: 1/4"=1'- O" SHEET S2.1A FRAMING NOTES: L L w 'w L w 'w L w 'w w Cw' w 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2' HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. S. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. - 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4' NOMINAL BEARING (4'). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" ° x 2 7/8" LONG, WITH WASHER 0 16' O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0', FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER I ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8' FROM THE CENTER OF THE COLUMN. AH9 AH11 AH13 AH15 AH17 AH19 AH21 AH23 A A Al Al Al A2 A2 A3 A4 A5 A5 AS AH23A AH21A a If I! N N x u If I -N- -s - - - -- N--� - - N -- CJ, u x n u u n n N n x n n n N I CJ3 NNNNNNNN„�„NNNNN i CJ5 :.�I I -r74 �..®. ------.seas...® _ - aaa��a�as�a- I----------- ---- ��Q ! aENS a s� a aaa�a EaaE3la�a5l�e!leB aai�a)1�—s�=_�l��E:�a !his a�E3i'i I I I I I .s..s.----a— -ate------- .la®s-------- -- I I ........=o.....®...®6 I I ATTIC I I s®.1—.—s—.—asa.:::aees®� I I I ---- ---spa asp --------------rims I I 6®e�sa�a-6...®......®.. I I ............ I I w I I ¢ I I 6 L-----------I i I PREFABRICATED ROOF I i TRUSSES 0 24' O.C. MAX L - - - i r------------- .s�: :-� .a.:.ss,me s.......:...........:.sse:s.®. I I s.s.s®..... .............®..c..�. I I I I ........ ....... =..a..>a.....Q..... I I ..... ...... .....s..=m. . ----------------- � :sass ------- ... -----:---sue=—.—_ \ - - J 2X4 BLOCKING BETWEEN TRUSSES W O.C. TOE NAILED TO ADJACENT TRUSSES W (2)16d COMMON NAILS 8 SECURE TO BM. W/ $UPSON LTA2 USED TO BRACE TOP OF WALL. y, man ' 4 Ems= AH15A :.tea®....... .7....am...... . I I AH13A ...®.. . — - — - tee:.---- AH11A a:ess:ate. L----- AH9A .sso--- .—s.s � - — - — - — - �1A ----...s®s 0 16 -_ _- AH7E GA L CH7 ••�• �Ia9� s N N N N • •�•�: • GA CJ5 IIN x 11 L 11 4 CJ5 .� . a>a»x GGEF `t' A w w �_ Nw NA N� N . CJ3 x N n a N C -J-JL--IL-� � y , g N mG 2.s - A 11 CJ, N--JL--IL—JI--J4—JI--JL--x -- -- N N - -- N N - -- -- fV GGE N N �Y✓v y < y 'w L c3 o w w v L t C.) FRAMING PLAN SCALE: 1/4' = l'-0" 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-774.8078 FAX 407-7744076 www.abdalgngroup.com AA A: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813888-2828 FAX: 81"116-2802 SLTSDIP. Jk I.OT: SILVERADO LOT #12 BLK #10 PROJECT# 03719,000-12101 WCAMDEN GARAGE SWING: LEFT PAGE: FRAMING PLAN 150 MPH EXP. B A-(1) SIMPSON HETAI6 TRUSS ANCHOR WITH (9) 1 Dd x 1 k' NAILS TO TRUSS &(2) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 e NAILS TO TRUSS DBL STRAP, i EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 }' NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH(12)16d x 3} NAILS TO GIRDER 1x2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3) 16d GALV. COMMON NAILS. 1x2 SECURED W/ IDd GALV. COMMON NAILS 12'O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE 'ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE' NOTE: APT SYP k2 2' x 4', 6", 8' x W-O' MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3- O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES 0 24- O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, 1_:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LSS (2 PLY) 1 A 1 B 1 C TYPICAL TRUSS/ SS GIRDER CONNECTOR(S) g==4 3/4' T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG FLOOR TRUSS 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG.BOARD SECURE TRUSS TO TOP PLATE W/ (2) 16d TOENAILS DOUBLE TOP PLATE ENGINEERED WOOD TRL 0 24' O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA18 TRUSS ANCHOR WITH (9) 1 Od x 1 }' NAILS TO GIRDER. PROVIDE 5' MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE 'ROOFIWALUFLOOR SHEATHING FASTENER SCHEDULE' NOTE: APT SYP #22'x 4', W, 8' x 4'-0' MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3- O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. LA-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4) I' x 5' TITEN HD TO CMU AND (12) SDS }'x2}'TOGIRDER S-(1) SIMPSON FGTR GIRDER TIEDOWN WITH lx2, 2x WOOD FASCIA (2) J' x 5' TITEN HD TO CMU AND (18) SDS }' x SEE ARCHITECTURAL 3' TO GIRDER C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W/ (3) 16d GALV. COMMON NAILS. 12) J' x 5'TITEN HD TO CMU AND (18) SDS }' x 3' lx2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 12' O/C SEE SCHEDULE SOLID, 8' EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8886 LBS (2 PLY MIN.) 2C TYPICAL ROOF r2A 2B GIRDER CONNECTOR(S) LSTA12 20 GAUGE W/ lodxl/2 HDG NAILS 0 EACH END. TOTAL OF 10 FLOOR GIRDER iTT4 W/ 5/8' A.B. WITH AIN.7' EMBEDMENT TO SLAB & (18) 16d x 2X4 OR 2K6 WOOD BEARING 2-1/2' NAILS TO POST., WALL W/ SYP No 2 STUDS SEE POST TO IT DIRECTLY PLANS FOR SPACING. SINGLE ON SLAB BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING .a. 1/2' GYP. WL. BD. + - a`,� 4 __'�GIRDER/WOOD POST CONNECTIONS ,a•.• FLOOR TRUSS CONNECTION @ L.B.W. `F SCALE: V4'=1'-0' (NO UPLIFT) OUTER 113 OF SPAN ONLY PLATE DEPTH 1/4'D —HOLE EDGE >5/8' -HOLE DIAMETER 2/5'D SOL. STUD HOLE EDGE >518' HOLE DIAMETER <3/5'D DBL. STUD G AND BORING LIMITS 0 SCALE: 1 1/2'=1'-0' A - SIMPSON HUS28 G < 1200 LBS, U < 1280 LBS W/ (1) 34" SIMPSON TITEN BOLT/J-BOLT, 5' MIN. EMBED (22) 16d GALV, COMMON NAILS AND (8) 16d GALV. COMMON NAILS. B - SIMPSON HUS28 G < 2400 LBS, U < 1425 LBS W/ (2) 3/4" SIMPSON TITEN BOLT/J-BOLT, 5' MIN. EMBED (22) 16d GALV, COMMON NAILS AND (10) 16d GALV. COMMON NAILS. C - SIMPSON HGUS2&2 G <2400 LBS, U < 1810 LBS W/ 12) 3/4-SIMPSON TITEN BOLT/J-BOLT, 5' MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. D - SIMPSON HGUS28-2 G <4800 LBS, U < 1810 LBS W/ (4) 3/4'° SIMPSON TITEN BOLT/J-BOLT, 5' MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. E - SIMPSON HGUS28-3 G < 4800 LBS, U < 1810 LBS W/ (4) 3/4'° SIMPSON TITEN BOLT/J-BOLT, 5' MIN. EMBED (36) 16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. WOOD LEDGER 9 ATTACHMENT DETAIL SCALE: 3/4'=1'-0-0' 6'-0" MAX (W/1X4) OR 10'-0" MAX (W/2X4) & 1100 UPLIFT SIMPSON — HTSM20 W/10 10d TO TRUSS AND (4)1/4' x 2 1/4' TITEN 2 ANCHORS TO CONT POURED LINTEL 41900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 10d TO TRUSS AND (4) 1/4' x 2 1/4' TITEN 2 ANCHORS TO CONT POURED LINTEL PRE -ENO TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2' COVER & 2' APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4'=1'-O' )IAGONAL .CHORD CING, SEE V FOR LOCATION NOT BE UIRED CHORD OF !D ROOF TRUSSES 1x4 BTM. CHORD BRACING 6-0' O/C END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0. O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING 6 SCALE: 3/4'=1'-0' 5'EDGE CENTRAL SPACING SPACING SEE SEE CHEDUL SCHEDULE EE AMITY PLAN SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE Ow 51/2' MIN. EMBED. (TYP) 1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE PLACED INTO GROUTED CELLS, 8' ALL AROUND BOLT. Z 2. END OF FRONT AND REAR LEDGER SHOULD °D LAP A MIN OF 4'-0'. 3. ALL BOLTS TO HAVE WASHERS Z 4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY CLOSER THAN 6" O/C. 5. IN LIEU OF HILTI PAPS SIMPSON TITEN 1/4' (2) PT DIA. x 3' MASONRY SCREWS MAYBE USED, LEDGER SCHEDULE MARK SIZE BOLT SIZE FEDMSPACIING CENTRAL8PACING A DOUBLE 2X8 1/2" 8' O/C 16, O/C B DOUBLE 2)c8 3/4' 8. O/C 24' 0/C C DOUBLE 2x10 1/2' 8' O/C 16' O/C D DOUBLE 2xl0 3/4- 8' 0/0 24' O/C E DOUBLE 2x10 3/4' 6' O/C 16' 0/C F DOUBLE 2x12 3/4- 6- O/C 1 12- O/C 10 WOOD LEDGER DETAIL SCALE: 3/4'=V-0' (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3) 1" 61 EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) W-0' O.C. (AT SHEATHING 0'-0' TO 3V-0- (1)'X' BRACE SEAMS) 30-1" TO 60'-0 (3)'X' BRACE SECURE 2X8 PT. PLATE (1)'X' BRACE O CENTER TO BLK W/ 1/2' DIA. (2)'X' BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2' FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6' SEE ARCHITECTURAL MIN. EMBED. AT 32' OC MAX. 110'-O'O.C. PRE -ENO GABLE TRUSS SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8' STIFFBACK (AS PER O.C. MAX TRUSS ENG) CONT, 20 SECURED W/ (2) lOd's 0 EACH TRUSS TO BE INSTALLED MAX. SEE SCHEDULE FOR BOND BEAM RED. BLOCK WALL W/ GABLE END ' PRE-ENG'D TRUSS SCALE:3/4'=1'-0' THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO Fl AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4'=1'-0' 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH:407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA N: 0003325 IF DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813486-2628 FAX: 813486.2802 amm�n± eU13DM !e I.GT: SILVERADO LOT #12 BLK #10 PROJECT* 03719,000-12101 TW-CAMDEN GARAGE 8M117MG: LEFT PAGE: DETAILS %150 MPH E . B FLOOR DECK 2x6 PT TERMINATION 2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL EACH TRUSS W/ (3) 16d COMMON Wf (6) 3/18' ° z 4 TAPCONS NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 10'-0' BUT REFER TO TRUSS ENGINEERING 2x4 STRONGBACK, FLOOR BRACING 1 SCALE:34'_1'-0' SIMPSON H6 W/ (8)8d COMMON NAILS 2x STUDS--— SIMPSON H6 W/ (8) 8d EACH END COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF'BUNDLE' OF STUDS PLYWOOD FLOOR SHEATHING SIMPSON SPH4/SPH6 BTM. FLOOR TRUSS OR PLATE STRAPS W/ IOd x 1 GIRDER TRUSS 1/2'HDG NAILS WALL / FLOOR FRAMING, 2 TRUSS PARALLEL TO WALL SCALE:34'=1'-0' DBL PT 2x8 SLK'NG BETWEEN TRUSSES W/ 10d G 3. O.C. 1ST PLY INTO LEDGER AND 10d 0 3' O.C. STAGGERED UPPER PLY INTO 2x6 BELOW 8' CMU WALL REINF PER PLAN PER ELEVATION LLO sS 3 iz = 0w P RELEVATION ¢ m 1X2 FIRE -STOP NI #8 WOOD SCREWS - x 2' LONG 0 3' O.C.; STAGGERED OFF CENTERLINE OFF 2x6; NI 3/4' AS SHOWN SIMPSON A23 EA.TRUSS 4° NAILING PATTERN PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE DBL 2X_ LEDGER FRAMING PLAN) SEE SCHEDULE SECTION DETAIL AT TRUSSES BEARING 8 ON EXTERIOR WALL SCALE:34'=1'-0' #8 WOOD SCREWS x 2' LONG 0 3' O.C.; STAGGERED NI ASSHOWN IQ DBL 2X8 LEDGER J�IIIII, TO CMU W/ 1/2'EXP. BOLT NI 6' CMU WALL END W/ MIN 5N/28EMBED. REINF PER PLAN FLOOR DECK PER ELEVATION O 3 Z NAILING PATTERN S ¢w PERELEVATION PRE-ENGINEERED WOOD 2x4 P.T. CEILING 24" MA FLOOR TRUSSES (SEE NAILER W/ FRAMING PLAN) MASONRY NAILS ®12' O.C. 1X2 FIRE -STOP SECTION DETAIL AT TRUSSES PARALLEL TO EXTERIOR WALL SCALE:34'=1'-0' 2x STUDS PER PLANS 2x STUDS PER PLANS DBL PT 2x6 BLK'NG BETWEEN 2x4 BLOCKING BETWEEN TRUSSES TRUSSES W/ 10d 0 3. O.C. 1ST PLY FLOOR DECK 20 CONT. W/ (4) 16d NAILS (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT INTO LEDGER AND 10d 0 3' O.C. #8 WOOD SCREWS 2z4 BLOCKING ®EA. BRACE. NOTE: 0 TOP OF FLR TRUSS BRACE W/ 13) 12d N EA, 4'-0' O.C. (AT SHEATHING SEAMS) STAGGERED UPPER PLY INTO 2z6 x 2' LONG ®3' O.C.; NI TOENAIL INTO TRUSS W/ (4) 16d STRUCTURAL SHEATHING (TOP 2X4 SUPPORTS ST. TRUSS (DIAG. BRACE TO BELOW STAGGERED OFF NAILS Q EA. END MUST NOT BREAK WITHIN PLATE OF 2ND FLR) COVER 5 TRUSSES) CENTERLINE OFF 2x6; 3/4' AS SHOWN 2x4 BRACE 0 48' O.C. w/ (5) 12d 1'-4' MIN. FROM 2ND. FLR, FLOOR DECK 0'-0' TO 30'-0' (1)'X' BRACE DBL 2X8 LEDGER NAILS 0 EA. END LINE 2x6 CONT. W/ (8) 16d NAILS 0 ST. OF FLOOR TRUSS 30'-1' TO 60'-0 (3)'X' BRACE PRE -ENO GABLE TRUSS 8' CMU WALL TO CMU W/ 1N2' EXP. BOLT NI 8d RING SHANK NAILS 0 4' O.C. MAX INTO BLOCKING (BT. 2X6 IS FOR WALL (1)'X' BRACE 0 CENTER (2)'X' BRACE DIVIDED EQUALLY 2x SUB•BAND AT REINF PER PLAN AT 16. O.C. AND 8' FROM SHEATHING NAILER) FROM CENTER TO END. ALL END W/ MIN 5-1/2' EMBED. 16d NAILS 0 8' O.C. MAX 1X2 FIRE -STOP UPRIGSTIFFHTS UPRIGHTS OVER NG) HIGH (AS PER TRUSS ENG) PER ELEVATION FLOOR DEC 4�, PER ELEVATION PER ELEVATION O PLYWOOD-�11F SHEATHING, SEE Z NAJUN13 PATTERN p 0 /WALL/FLOOR 3 OOZ SHEATHING i FASTENER SCHEDULE' PER ELEVATIO a PER ELEVATION PER ELEVATION SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 2x4 P.T. CEILING 24 M PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE PRE-ENGINEERED WOOD lx2, 2x WOOD FASCIA CONNECTION PER NAILER W/ FRAMING PLAN) PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN) SEE ARCHITECTURAL TRUSS MFG. MASONRY NAILS FLOOR TRUSSES (SEE SEE SCHEDULE FOR SEE SCHEDULE FOR 2x SECURED W/ (3)16d ENGINEERED WOOD ®,2• Q.Q. FRAMING PLAN) BOND BEAM RED. BOND BEAM REQ. SIMPSON HETA-16 0 GALV. COMMON NAILS. TRUSSES 0 24' O/C, REPAIR DETAIL IF EVERY TRUSS (VERIFY 1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS 1X2 FIRE -STOP LEDG ER INSTALLED TOO LOW SIMPSON HETA-16 0 W/ TRUSS PLAN) GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN AT TRUSSES PARALLEL 32' O.C. MAX. (VERIFYW/TRUSS SECTION DETAIL 12' 0/C AND APPROVAL SECURED W/ (2) 12d's MASONRY BOND BEAM EACH TRUSS TO EXTERIOR WALL PLAN) AT PARALLEL / PERPENDICULAR SEESCHEDULE 5 GABLE END PRE-ENG'D TRUSS SCALE:34`=,'-0 PRE-ENG FLOOR TRUSSES 6 SCALE:34'=1'-0' W/ HIP RETURN scALE:9/4'=1'-0" PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSESDq STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4'-O' O.C. (AT O PRE-ENG'D WOOD SEE SCHED. BELOW ROOFTRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 0 24' O.C. NOT SHOWN FOR CLARITY) MAX PER ELEVATION FOR STRAPPING O VERIFY PRE-ENG ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN TRUSS TO TOP PLATE 518' GYPSUM BOARD OR 1/2' HIGH W/ 1/2' DIA. ANCHOR BOLT W/ 2' A - SIMP80N MTS12 STRENGTH CLG. BOARD 4x4/4x6 SYP NO.2 WASHER SET IN HIGH 1, U <990 LEIS W/ (14) 10d SECURE TRUSS TO TOP PLATE w/ (2) WOOD POST TO STRENGTH EPDXY 6' MIN, GALV. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 32' OC MAX. B - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LSS W/ (14) 10d BELOW FOR PLATE W/ 12d's W O.C. MAX GALV. NAILS EA. STRAP 2x4 OR 2X6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONC. POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE • o• PROVIDE BLOCKING SIMPSON SPH4 OR SPH6 BTM 1/2' GYP. WL. BD . • 0'• AND TOP PLATE ANCHORS W/ 10d x 1 1/2' COMMON NAILS SECURE ST. PLATE TO SLAB W/ CONT. 2x4 SECURED W/ (2) 10d's ®EACH FILL ALL HOLES, DO NOT USE tOd x 3' 1/2'x9' WEDGE ANCHOR W/ 2' WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS TRUSS TO BE INSTALLED.® 10'-0" O.C. MAX. EPDXY 5-1/2' EMBED. MIN. 0 16' 10a 1 0b 1 0c OC MAX. SCALE: 3/4'=1'-0' GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL •a• TRUSS TO POST CONNECTION O SCALE: e/4'=1'-0' - A- SIMPSON MTS-12 U <990 LBS W/ (14) 10d GALV. NAILS. • * B - SIMPSON HTS-20 U < 1310 LEIS W/ 120) 10d GALV. NAILS. C - 2-PLY-SIMPSON VGT/HDU4 U <4565 LEIS VGT TO TRUSS W/ (16) 1/4'x3'SDS, (1) 5/8- A.T.R. TO HDU4 AND (10) 1/4' X 2 1/2' SOB TO POST TRUSS CONNECTION @ L.B.W. 9a gb POST TO SLAB CONNECTION SCALE: 3/4'=,'-0' A&B - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 518 DIA, x 8' EXP. BOLT SIMPSON ASU46Z POST BASE <U:2,300 G:10,335 W/" DIA. x 6' EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5/8' A.B. WITH MIN. 7' EMBEDMENT TO SLAB & (26) 16d x 2-112" NAILS TO POST. 1441 N. RONALD REAGAN BLVD. ORLANDO,FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.ebdeslgngroup.com AA N: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 5439 BEAUMONT CENTER BLVD. SUITE 1004 TAMPA, FLORIDA 33634 PH: 813486-2628 FAX: 8131186.2802 BIIIIIIIII! SILVERADO LOT #12 BLK #10 PROJECT* 03719,000-12101 C A M D E N GARAGE OWING: LEFT PAGE: DETAILS 150 MPH EXP. H Ah W L.L 618LE ENO >�� F A FF ROOF WIND DESIGN PRESSURES NET (GROSS) 10 ZONE 1 = 8.97 PSF (19.97) ZONE 2 =17.98 PSF (27.98) ZONE 3 = 33.53 PSF (43.53) 'A'= 4'-O' END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE:-B' RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT +- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16' O.S.B. OR 1/2' CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 518 CDX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4' O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE Sd GUN NAILS* 4' O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STR, SHANK 8d RING SHANK, 2 1/2' 0.120- 170,000 I G SCREW SHANK 16-20 RINGS ER INCH) 8d SCREW SHANK 2 112" 0.120' PNEUMATIC SCREW -NAILS I NAIL SIZE PER ASTM F1S64 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHING USE 1/2' CDX OR 7/16. O.S.B. PLY WITH Bd RING SHANK GUN NAILS AT 4' O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4' O.C. TOP & BOTTOM PANEL AND Sd RING SHANK GUN NAILS AT 6. O.C. AT INTERMEDIATE SUPPORTS OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.) SEE DETAIL. Sd RING SHANK GUN NAILS 0 4" O.C. J .. TOP & BOTTOM EDGES .- h a Z 2 = LL Z V y O O FD ® Z . 0 . 0 yZ _ ' N z Q . V < N z z0 CD W ZY � = U TG O Za < YZ < W (W7 cc �O W CLUV�� /< O W r0 a TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS—� ROOF SHEATHING ---� BUILDING LENGTH IV ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING 8d RING SHANK GUN NAILS IN 6' O.C. IN FIELD 8d RING SHANK GUN NAILS 0 12- O.C. IN FIELD or 8d X 2 1/2' SCREW SHANK PNEUMATIC SCREW -NAILS 0 12' 0.7 FIELD I TV.:Y4- I &U bUtl IFLUVH UtUAIINU ULUtU WALL ALL tX bLU MLMBLHb GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE 314. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH ORWEATHFR NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPR ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, Bth EDITION gLlEXppSEp EDGES OF CONCRETE ARE TO BE CHAMFERED 3IY. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318.14, BUILDING CODE REQUIREMENTS PROVIDE 6-ML CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS-ONGROUNDYMERE INDICATED ON CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO, 2 OR BETTER. Fb - 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, ACI 630-13/ASCE S-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS . DRAWINGSSEAMS UPPED 61NCHES AND SEALEDWITFiADHESVE TAPE ELASTICITY. 1,400,000 PSI, ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.26 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWWORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCP FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT "RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN %" OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD, DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 6th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALAEPENOING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP 42. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTIONTHIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM Ale5, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH Y CHAIRS SPACED 3'-0" OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE 'NATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS, STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE AMINIMUM THICKNESS OF O.OW AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A616 MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 601N MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: WI THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, *DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND 'TPIAVTCA BCSI V ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 M P AND VERTICAL BARS SHALL LAP 6 x BAR NO, UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 pet TOP CHORD -rwn-concurrent REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: k4 BAR - 25' x8 BAR - 38' WOOD TRUSSES. 10 pat BTM CHORD flan -concurrent 46 BAR - 3W 47 BAR - 42' TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36' x 3W CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A68.1-1982. pet TOP CHORD p CHORD STOP (7 Pet WI ASPHALT SHINGLES) psi w/ No GYPCRETE) (7 (1 ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 BTM CHORD 6 6 pef BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAAPf DD TO RESIST WIND UPLIFT: lOpaf MINIMUM 10 INCH HOOKS OR FIENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 pef WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 paf WIND: DEAD LOAD SPEED .17) MPH SUSECONDB,RI GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (NICE 7-/0 (NBC EXPOSURE B, RISK CATEGORY Ip INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL ATTIC UNINHABITABLE ATTIC WITH LIMITED LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: LAYOUT, SPANS & ALL TRUSSI HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20paf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: WITH BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40pe1, GUARDS AND HANDRAILS: 200pe1, GUARD IN -FILL COMPONENTS: 50pa1, PASSENGER NTS: WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUST FABRICATOR SHALL VEHICLE GARAGES: 50pal, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30Pef, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40paf MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: 'SPECIFICATION MASONRY STRUCTURES' (ACI 530/ ASIDE 67MS 402, BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM G90, GRADE fin . 1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WIND LOAD RES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNEECTIONCTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C.I76, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3B' WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8' TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATIOW SITE PREPARATION' FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING TYPE'M' OR'S' MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 31W THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS, LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: eTH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM ASO, Fy - 36 kai FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-600, GRADE S. Fy = 46 kai. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B, TYPE E OR S. Fy = 35 kei. TUBE AND PIPE 2,SOO PSI REGULAR WEIGHT FOR FOOTINGS. AND SLAB -ON -GRADE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SUB. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MX PRIOR TO OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5' 4. PRIOR TO THE ADDITION OF PLASTICIZER BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C-94OR MEASURING, MXING, TRANSPORTING, ETC. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL,J-BOLTS ARE TO BE STEEL. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MWXMM TIME ALLOWED FRDM WHEN WATER IS ADDEDTO THE MX UNTIL TT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MNUTES. IF FORANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER TRAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSOUTY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPUANCE WITH THE ABOVE. REQMRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONST B. FOR CONCRETE EXPOSED TO EARTH ANDIOR WEATHER 1-112" FOR 06 AND SMALLER 2' FOR 66 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314' FOR SUBS, WALLS AND JOISTS 1-112-FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION 813E TYPE SPACIN. REMARKS APPLICATKxJ SIZE TYPE SPA PfIMRxB I p PTFURRIN. TO __NEC_ GAMGEO wo, 114'DIA TAPCON MA6DNRY R• ED.,4'EWDIST., MABONR CONC. LONG. a,� ABONRY TO NCCNC WWASHER FASTENER a QC I12•ED. GIST. ..0,A —DOORS CASEHARDENEDCOIL 0'OD W NDOWIaDOR/F-rENED DAMGEDOORSUCK IIY aN.WI 4•EMBED., s•END ., F .EEENOTEO NAIL 11F2'LONG. STAGGERED INTOIMSONPYDONC. OMASONRYFONC. TMETK WASHER EXPANSONBOLT 2A'O/C 3'EDGE DKTOIST Wwooweucx DABEHARDENEDCOIL e•oe WINnDwmoowFASTENED S—P To CONTACT THIS ENGINEER FOR SPACING I 'sEENOTEe NUILIIM'LONG. STAG M. INTOrm,soNRY,cowc. MASONRYICONC, REQUIREMENTS EM. SWwa DOOR WCKZ ,BEENOTEB (?) Bne I WWASHER •TAPCOM FASTNER 1B•� I - EMBED, Y END. I NONLBEARING WOOD WALL TO CONE. STAB PQ'• EXPANSION 4'EMBE0.4'EM W/WASHER BOLT 3A OC DIST.,3-EDGEDIST. ft"IN—K B.t30°PAF>tttl3'A'END. DIET-IIR' PT LCOL„SEE lyr ly,LyrER STMGEREO EDGE GMT. NOTES NoW 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND/ OR NOA 3,ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR SUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. I MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAP TO THE SUBSTRATE, 1441 N. RONALD REAGAN BLVD. ORLANDO, FL 32750 PH: 407-77"078 FAX 407-774-4078 www.abdesigngroup.com AA 8: 0003326 A IP tmDm a i40'P:ILVERADO LOT #12 BLK 10 ROJECT# 'T-CAMDEN GARAGE aMiNG: LEFT PAGE: DETAILS 150 MPH EXP. B DKA�Y� h04 W � _�rj� IC,: t