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Home My WebLink About5006 8th StI I 1 11 11 � 1 7 F1 I I I I - I III I I I - 0 - \OVA __ 0\ DOW- 5006 8 S z - D y __S� 335 Z_ 2 SCOPE: INTERIOR RENOVATION OF NEW BATHROOM, KITCHEN AND NEW BEAMS/COLUMNS Hynes Discount V i i i Apollo Mediation MobileHome. Moody's Hardwar'e 1,7!vT dve a r v- a t o e El V, j 11-annoz food rnarket', Sa i g o n C 1 k I c cj s, Z -3 Metro by T-Mobile CeV', Phone SITE In Due Season -IN Bitth Cf_'mter Farnily-, 5006 8th St. 03 Zeprhyrhills, FL,33542 F? J F r d C;'. Angels Prest::hool Whiffield Funeral DHome & Crmtri Sou u I I -i Av e South Ave C3 Big Me c 0 199 Cleariers PROPERTY LOCATION INDEX: ITEM DRAWING # DESCRIPTION 1 T-1 -TITLE, PROPERTY LOCATION, AND NOTES 2 A-1 -LAYOUTS 3 S-1 -STRUCTURAL DESIG AND DETAILS 4 N-1 -NOTES 5 ---- ----- 6 ---- ----- 7 ---- ----- 8 ---- ----- 9 ---- ----- 10 11 ---- ----- ABBREVIATIONS; ITEM DESCRIPT10N ABBREMA11ON ITEM DESCRIPTION ABBREVIATION 1. DIAMETER DIAM. 18. NEW N 2. ELEVA11ON EL 19. MAXIMUM HEIGHT M.H. 3. EXISTING GROUND 20. WATER PROOF WP ELEVA11ON E. G. EL. 21. EACH WAY E.W. 4. FLOOR ELEVATION F. EL. 22. HEXAGON HEX. 5. ROOF ELEVATION R. EL. 23. PRESSURE TREATED P.T. 6. INVERT ELEVATION 1. EL. 24. ALUMINUM ALUM. 7. TOP ELEVATION T. EL. 25. TYPICAL TYP. 8. THICKNESS TH. 9. TOP OF WALL T.W. 10. FINISHED FLOOR ELEVA11ON F.F. 11. NOTIN CONTRACT N.I.C. 12. CENTER TO CENTER C.C. 13. NOT TO SCALE N.T.S. 14. EXISTING EX. 15. TOP & BOTTOM T&B 16. MAIN DISTRIBUTION PANEL MDP 17. GRAPHIC SCALE G.S. NOTE: THE STRUCTURAL INTEGRITY OF THE BUILDING SHOWN ON THESE PLANS IS DEPENDENT UPON COMPLETION ACCORDING TO PLANS & SPECIFICATIONS. STRUCTURAL MEMBERS ARE NOT SELF-SUPPORTING DURING CONSTRUCTION & REQUIRE TEMPORARY BRACING UNTIL PERMANENTLY AFFIXED TO STRUCTURE AS DIRECTED. THE ENGINEERS ASSUME NO LIABILITY FOR THE STRUCTURE DURING CONSTRUCT10N UNLESS THE CONSTRUCTION METHOD & BRACING ARE INCLUDED IN THE PLANS & SPECIFICATION, OR ARE SUPERVISED BY THE ENGINEER DURING CONSTRUCTION. THIS DRAWING IS SEALED ONLY FOR THE STRUCTURAL PORTION OF THE DETAILS & SPECIFICATIONS. NON-STRUCTURAL INFORMATION, SUCH AS ELECTRICAL, MECHANICAL, ARCHITECTURAL & PROPERTY SURVEY, IF SHOWN, ARE NOT COVERED UNDER THIS SEAL THIS DRAWING IS VAUD FOR 12 MONTHS AFTER THE DATE OF THE SIGNATURE. GENERAL NOTES: 1. ALL STRUCTURAL LUMBER & EXTERIOR FRAMING TO BE #2 SOUTHERN YELLOW PINE OR EQUIVALENT EXCEPT AS SHOWN ON DRAWINGS. 2. ANY WOOD BELOW THE REQUIRED BASE FLOOD ELEVATION SHALL BE 0.40 CCA TREATED (FLOOD RESISTANT) 3. FOU OW ALL REQUIREMENTS OF FLORIDA BUILDING CODE, 7th EDITION, 2020, (CURRENT EDITION) FOR ALL WOOD FRAMING INCLUDING BUT NOT LIMITED TO CONNECTIONS, BRACING BRIDGING & NAILING. 4. BUILDING CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, ROUGH OPENINGS, AND DETAILS & MATCH EXISTING CONDITIONS AS CLOSELY AS POSSIBLE. NOTIFY ENGINEER OF ANY DISCREPANCIES FOUND PRIOR TO STARTING OR DURING CONSTRUCTION AL! Sri C_ VV L-) "EIPH Y P L AINI E /X, A Nil I NE Pl, 2810 NORTH 10TH STREET TAMPA, FL 33605 Office: (813) 616-3301 Mobile (970) 703-3284 LeoOBerylProjectEngineeringxorn F&EVINONS No. DESCRIPTION DATE 01--i Nt 0 L0 < LLJ LLJ > 3: 11� 0 0 z a_ U) LLJ ry C/) 0 00 ry C) 0 (.0 ry ck� < CD LLJ Q:� Q I— m Ln CL Ld r*`� BUILD IN ACCORDANCE WITH: FLORIDA BUILDING CODE, 7TH EDITION, 2020 (CURRENT EDITION) DESCRIPTION TITLE, PROPERTY LOCATION, AND NOTES '00� C16-f- CIL- Richard Leon Cannyn, PMP, P.E. P.E. # 65994 SCALE DRAVANG No. AS -SHOWN T- 1 PROJECT No. DRAFTER: BRMDESIGNER: LG 15558 REMEWER: LV TO BE CHECKED BY -LC DATE SHEET No. 8/18/2021 1 OF 4 0 13 9 f I , 50-3" 23-11 1 17'-7j" L' 29 11"2' 11"2' 11 ,OX-31-1 . 1 1 1 1 %.# —2j 40'-6j" 3 9 —2j" 40 A" 22 P-11" -2'-14 " 29-6" 30-84" .4 X-30 _ 1 100' 4'-3"--7f-3-3"-, EXISTING LAYOUT 1/8 "=1 $—on 33 0 —94 " SCOPE NOTES: 2 F- -T- NEW LAUNDRY NEW MASTER BATH NEW OPENING BETWEEN NEW LAUNDRY ROOM AND MASTER BEDROOM NEW LVL BEAM IN KITCHEN AND DINING ROOM CLOSE EXISTING DOOR ACCESS PROPOSED LAYOUT 1/8 ft=is—ost BERYL ii z 4 � 0,11 z IV- I 2810 NORTH 10TH STREET I TAMPA, FL 33605 1 Office: (813) 616-3301 Mobile (970) 703-3284 Leo0BerylProjectEngineering.com W" 0 In LLJ r"-) < LLJ I'l > 3: ry 0 0 1-- z n (J� LL] 0:� 7, = V) 0 1-- 00 —1 —j ry 0 Q0 ry < 0 Li ry 0 F-- m Ln n 7r III N BUILD IN ACCORDANCE WITH: FLORIDA BUILDING CODE, 7TH EDITION, 2020 (CURRENT EDITION) DESCRIPTION LAYOUTS EN No. 65994 0 gas go a STATE 0 F :4rft 44/ ,020$ OR\ 00 ONAL #*'1881112sto Richard Leon Cannyn, PIVIP, P.E. P.E. # 65994 SCALE DRAVANG No. AS —SHOWN A-1 PROJECT No. DRAFTER: BRM DESMER:LG 15558 REMEWER: LV TO BE CHECKED BY- LC DATE SHUT No. 8/18/2021 2 OF 4 Ll 11 Low I? TOP PLATE ATTACHED TO 2x4 WALL STUD WITH SIMPSON SP1 (TYP.) 2x4 STUDS (TYP.) _ 2x4 STUDS 016" O.C.- BOTTOM PLATE ATTACHED TO 2x4 WALL STUD WITH SIMPSON SP1 (TYP.) 3/8"0 x 4" 01 2n TAPCON SCREWS _ 11F =a - TYPICAL NON —LOAD BEARING WALL DETAIL (CONC. BASE 1/4 "=1 $—on R-19 INSULATION 1/2" DRYWALL TYPICAL INTERIOR WALL SEC11ON 5/8 "=1 t—O" TOP PLATE ATTACHED TO 2x4 WALL STUD WITH SIMPSON SP1 (TYP.', (2)2x8 HEADER FIXED WITH (2) SIMPSON MSTA2 (2)2x4 STUDS ATTACHE TOGETHER TO SUPPORT HEADE 2x4 BLOCKIN 2x4 STUDS 016" O.0 BOTTOM PLATE ATTACHED TO 2xA WALL STUD NTH SIMPSON SP1 (TYP.' 1/4"0 x 4" 012" SIMPSON SDS (TYP.' TYPICAL NON —LOAD BEARING WALL DETAIL W/ DOOR (WOOD B 1/4 "=1 $—on BERYL 2810 NORTH 10TH STREET I TAMPA, FL 33605 1 Office: (813) 616-3301 Mobile (970) 703-3284 LeoOBerylProjectEngineeringxom 5j Nt L0 7FEXISTENT DRYWALL DRYWALL 1 11 11 _j LLJ 1"�") LINTEL LLj LLJ N') L#4012 PANEL INSULATION L45 3�: af PANEL INSULATION v w f'-. 8" LINTEL TO EXTEND _j SEE NOTE "A" SEE NOTE "A" 8" LINTE N 0 12] PAST OPENING 8" ON L 2"x4" TOP 2"x4" FIXED 8"x8"xl 6" CMU "A" 48 EACH SIDE 7p n V) PLA TO CMU WITH _"'H 1 11 0% Lij I 4"x:rOl 6" BLOCK WALL; 100% A. GLUE THICK RIGID FOAM PANELS 9 �7 V) FILLED CELLS JINNER WALLI DIRECTLY TO THE INSIDE FACE OF THE CMU. I TAPCON HOOK (TYP.) BOLTS (TYP.) USE FLASHING TAPE TO SEAL ALL JOINTS. 0 00 _j THEN FASTEN 1"xl" WOOD FURRING STRIPS r TO THE CMU AT 16" CENTERS & FASTEN 2"x4" STUD SHEET ROCK (TYP.) LLJ 0 I EXIS�TING -- 8"X8"X1 6" m Ln 2"x4" _TCMU 5� TYPICAL INTERIOR CMU WALL SECTION WALL "=1 $—on CMU BLOCKS LLJ BOTTOM 1/4 �LATET' #5, 100% N FILLED CMU WALL DETAIL WITH DOOR FILL IN 1/4 "=1 $—on SIMPSON MSTA1 ON BOTH SIDE NEW 4x4 DSS COLUMN CUT EXISTING BOTTOM PLATE TO CONNECT NEW 44 COLUMN DIRECTLY TO SLAE EXISTING CONCRETE '. t'F�'\CMU DOOR DETAIL � U_' N. T. S. '6'OUT 2" NOTCH IN qEW` 44 COLUMN TO SEAT BEAM EXISTING CMU WALL NEW 4x4 DSS COLUMN BUILD IN ACCORDANCE WITH: FLORIDA BUILDING CODE, 7TH EDITION, 2020 (CURRENT EDITION) DESCRIPTION STRUCTURAL DESIGN AND DETAILS L EpAj east, C\c E N .00, � to** to to No. 65994 1 so STATE OF os 0 *�Z 0 R #10NAL 188811111112900 Richard Leon Cannyn, PMP, P.E. P.E. # 65994 SCALE DRAVANG No. AS —SHOWN S-1 PROJECT No. DRAFTER: BRM DESIGNER: LG 15558 REVIEWER: LV TO BE CHECI(ED BY- LC DATE SHUT No. 8/18/2021 1 3 OF 4 I i L 1 11 1� GENERAL NOTES: 1. BEFORE STARTING THE WORK ON THE PROJECT, THE CONTRACTOR WILL HAVE TO VERIFY THE EXISTING CONDITIONS & DIMENSIONS. 2. ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER. 3. THE CONTRACTOR NEEDS TO COMPLY NTH ALL CONSTRUCTION CODES AND REGULATIONS ESTABLISHED BY FLORIDA STATE. 4. THE CONTRACTOR NEEDS TO APPLY A GROUND TERMITE TREATMENT ACCORDING TO FLORIDA BUILDING CODE. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING TO ORIGINAL CONDITIONS, ANY DAMAGES TO BUILDING SURFACESt EQUIPMENT, ETC. CAUSED DURING THE CONSTRUCTION. 6. THE CONTRACTOR SHALL KEEP ALL AREAS WHERE WORK IS BEING PERFORMED FREE FROM DEBRIS AT ALL TIMES. AREA SHALL BE LEFT BROOM CLEAN AT THE END OF EACH WORKING DAY. 7. ALL LUMBER (INTERIOR) SHALL BE COVERED WITH GYPSUM BOARD, r THICKNESS. 8. THE CONTRACTOR NEEDS TO COORDINATE WITH THE ELECTRICIAN FOR THE ELECTRICAL WORKS. 9. THE CONTRACTOR NEEDS TO COORDINATE WITH THE PLUMBER FOR THE PLUMBING WORKS. 10.THE CONTRACTOR NEEDS TO COORDINATE WITH HIS CONSULTANTS FOR THE A/C SYSTEM, ENERGY CALCULATION, ETC. 11. THE CONTRACTOR NEEDS TO COORDINATE WITH THE OWNER THE FINISHED FLOOR PRODUCT OF HOUSE. 12. THE CONTRACTOR NEEDS TO COORDINATE WITH THE OWNER FOR THE CABINET DIMENSIONS, LAYOUT, OR OTHER INFORMATION. THE CONTRACTOR HAS TO RELOCATE THE HOT & COLD WATER PIPE, THE DISCHARGE PIPES AND THE ELECTRICAL RECEPTACLES ACCORDING TO THE OWNERS LAYOUT. THE CONTRACTOR WILL HAVE TO VERIFY THE EQUIPMENTS (REFRIGERATOR, SINK, DRYER/WASHER) THAT THE OWNER WILL PROVIDE TO DETERMINE THE EXACT LOCATION OF WATER SUPPLY, DISCHARGE PIPE OR ENERGY SUPPLY. 13. THE CONTRACTOR NEEDS TO INSTALL IN THE WALL A FIBERGLASS INSULATION R-19 14. THE ROOF CEILING WILL BE 1/2"GYPSUM BOARD AND INSULATED WITH FIBERGLASS INSULATION R-30 (FLAT ROOF). 15. ANY LUMBER IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED OR SHALL NEED A SILL GASKET TO AVOID MOISTURE INTRUSION. STRENGTH OF MATERIALS 1. CONCRETE FOOTINGS, SLAB & BEAM f c 3,000 psi 2. REINFORCING STEEL fy 60,000 psi 3. REINFORCED MASONRY fm 1,500 psi 4. MASONRY GROUT fc 3,000 psi 5. SOIL BEARING (ASSUMED, TO BE VERIFIED) 2,000 psf 6. BOLTS FOR STEEL & WOOD CONNEC11ONS A307 7. FRAMING LUMBER #2 SYP 8. SHEATHING DIAPHRAGM (ROOF) 8.1. UNBLOCKED DIAPHRAGM 9. SHEATHING DIAPHRAGM (WALLS) 9.1. UNBLOCKED DIAPHRAGM 10. DECK DIAPHRAGM (FLOORS) 10.1. UNBLOCKED DIAPHRAGM B APA RATED SHEATHING ALLOWABLE SHEAR=285 POUNDS PER FOOT 10d DEFORMED NAILS 06" O.C. AT ALL ENDS, EDGES, CUTS & TERMINATIONS & 0 12" O.C. AT INTERIOR SUPPORTS. !j APA RATED SHEATHING ALLOWABLE SHEAR=310 POUNDS PER FOOT 10d DEFORMED NAILS 06" O.C. AT ALL ENDS, EDGES, CUTS & TERMINATIONS & 0 12" O.C. AT INTERIOR SUPPORTS. !a APA RATED SHEATHING ALLOWABLE SHEAR=825 POUNDS PER FOOT CONSTRUCT10N ADHESIVE & (2) ROWS OF 10d DEFORMED NAILS 06" O.C. AT ALL ENDS, EDGES, CUTS & TERMINA11ONS & 0 12" O.C. AT INTERIOR SUPPORTS. COMPONENTS & CLADDING WIND PRESSURE CHART TERMITE NOTES.- 1. A PERMANENT SIGN WHICH IDEN11FIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE-INSPEC11ON & TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRIC PANEL. 2. CONDENSATE AND ROOF DOWN SPOUTS SHALL DISCHARGE V-0" AWAY FROM BUILDING SIDE WALLS. 3. IRRIGATION/SPRINKLER SYSTEM INCLUDING ALL RISERS AND SPRAY HEADS SHALL NOT BE INSTALLED WITHIN V-0" OF THE BUILDING SIDE WALLS. 4. TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION THE DISTANCE BETWEEN WALL COVERING & FINAL EARTH GRADE SHALL NOT BE LESS THAN 6". EXCEPTION: PAINT OR DECORA11VE CONTEN11OUS FINISH LESS THAN 5/8" THICK ADHERED DIRECTLY TO THE FOUNDATION WALL. 5. INITIAL TREATMENT SHALL BE DONE AFTER ALL EXCAVA11ON AND BACKFILL IS COMPLETE. IN ACCORDANCE WITH FLORIDA BUILDING CODE 7th ED111ON 2020 SECTION 1816.1.1 6. SOIL DISTRIBUTED AFTER THE INITIAL TREATMENT SHALL BE RE -TREATED INCLUDING SPACES BOXED & FORMED. IN ACCORDANCE WITH FLORIDA BUILDING CODE 7th EDITION 2020 SECTION 1816.1.2 7. BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLATIONS OF TRAPS, ETC., SHALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE THE SIZE AND DEPTH THAT WILL ELIMINATE THE DISTURBANCE OF SOIL AFTER THE IN111AL TREATMENT. IN ACCORDANCE WITH FLORIDA BUILDING CODE 7th EDITION 2020 SECTION 2304.11 8. MINIMUM 6 MIL RETARDER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE VAPOR RETARDER PLACEMENT, RETREATMENT IS REQUIRED. IN ACCORDANCE WITH FLORIDA BUILDING CODE 7th EDIT10N 2020 SECTION 2304.11. 9. CONCRETE OVER POUR AND MORTAR ALONG THE FOUNDA11ON PERIMETER MUST BE REMOVED BEFORE EXTERIOR SOIL TREATMENT. IN ACCORDANCE WITH FLORIDA BUILDING CODE 7th ED11ION 2020 SEC11ON 2304.11. 10. SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN V-0" OF THE STRUCTURE SIDEWALLS. IN ACCORDANCE WITH FLORIDA BUILDING CODE 7th ED111ON 2020 SECTION 2304.11. 11. AN EXTERIOR VER11CAL CHEMICAL BARRIER MUST BE INSTALLED AFTER CONSTRUC11ON IS COMPLETE INCLUDING LANDSCAPING & IRRIGATION ANY SOIL DISTRIBUTED AFTER THE VERTICAL BARRIER IS APPLIED, SHALL BE RETREATED. IN ACCORDANCE WITH FLORIDA BUILDING CODE 7th EDITION 2020 SECT1 ON 2304.11. 12. ALL BUILDING ARE REQUIRED TO HAVE PRE -CONSTRUCTION TREATMENT. IN ACCORDANCE WITH FLORIDA BUILDING CODE 7th ED11ION 2020 SEC11ON 2304.11. 13. A CER11FICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. THE CERTIFICATE OF COMPLIANCE SHALL STATE: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES THE TREATMENT IS IN ACCORDANCE WITH THE RULES & LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE & CONSUMER SERVICES." IN ACCORDANCE WITH FLORIDA BUILDING CODE 7th EDITION 2020 SECTION 2304.11. 14. AFTER ALL WORK IS COMPLETED, LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW AND WITHIN V-0" OF THE BUILDING. THIS INCLUDES ALL GRADE STAKES, TUB TRAP BOXES, FORMS, SHORING OR OTHER CELLULOSE CONTAINING MATERIAL. 15. NO WOOD, VEGETATION, STUMPS, CARDBOARD, TRASH, ETC., SHALL BE BURIED WITHIN 15'-0" OF ANY BUILDING OR PROPOSED BUILDING. COMPONENTS & CLADDING ULTIMATE PRESSURE SCHEDULE WALLS, DOORS & WINDOWS ENCLOSE BUILDING GCp, = +/- 0.18 INDICATES OUTWARD; (+) INDICATES INWARD COMPONENTS & CLADDING ULTIMATE PRESSURE SCHEDULE ROOFS & WINDOWS ENCLOSE BUILDING GCpj = +/- 0.18 INDICATES OUTWARD; (+) INDICATES INWARD EFFEC11VE AREA COMPONENT 4' OF EAVE OR TRANSITION WITHIN 4! CORNER TRANSITION NOT WITHIN 4' CORNER EFFECTIVE AREA OF COMPONENT WITHIN 4' CORNER NOT WITHIN 4' OF CORNER BUT WITHIN NOT WITHIN 4' OF CORNER, EAVE OR 0 SF<AREA<20 SF +36.2 -48.5 +36.2 -39.3 0 SF<AREA<20 SF +20.9 -57.7 +20.9 -57.7 +20.9 -33.2 2U_7ZQMW<7U_7_ +34.7 --45.7 +34.7 -37Y.- 20 SF<AREAZU_9F_ +19.0 +19.0 +19.0 -32.2 30 SF<AREA<-40 SF +33.8 -43.3 +33.8 -36.8 30 SF<AREA<40 SF +17' .8 -50.3 +17.8 -50.3 -31.6 40 SF<AREA<50 SF +32.8 -42.1 +32.8 -35.9 40 SF<AREA<50 SF +17.2 -48.5 +17.2 -48.5 _+17.8 +17.2 -31.3 50 SF<AREA<75 SF +32.5 -40.8 +32.5 -35.6 50 SF<AREA<75 SF +16.6 -47.0 +16.6 -47.0 +16.6 -31.0 75 SF<ARF-A<100 SF +31.6 -N.7U- +31.6 -34.7 75 SF<AREA<100 SF +15.4 - +15.4 - +15.4 -30.4 . 100 SF<AREA<125 SF +30.7 -37.8 +30.7 -33.8 100 SF<AREA<125 SF +14.7 -42.4 +14.7 -42.4 +14.7 -30.1 125 SF<AREA<150 SF +30.4 -36.5 +30.4 -33.5 125 SF<AREA<150 SF +14.7 -42.4 +14.7 -42.4 +14.7 -30.1 AREA>150 SF +29.8 -35.6 +29.8 -32.8 AREA>150 SF +14.7 -42.4 +14.7 -42.4 +14.7 -30.1 NOTE: ALL BUILDING ELEMENTS EXPOSED TO WIND SHALL BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS TO RESIST THE WIND PRESSURES INDICATED & TO MEET OTHER CODE REQUIREMENTS FOR AIR & WATER INTRUSION. WIND LOADS ABOVE ARE ULTIMATE LOADS. USE UL11MATE WIND PRESSURE W/ ASCE-7/16 LOAD COMBINATIONS. MULTIPLY LOADS BY 0.6 TO OBTAIN NOMINAL LOADS. PRODUCT APPROVAL LIST HARDWARE 11EM PRODUCT mnnFl SUB CATEGM MANUFACTURER FLORIDA APPROVAL EXPIRATION DATE - 1 HUCQ412 FACE -MOUNT HANGER SIMPSON STRONG TIE I FLF10531.1-R5 12-23-23 2 MSTA12/MSTA24 STRAIGHT STRAP SIMPSON STRONG TIE FLfI3872.9-R4 12-31-21 3 ABU44Z/ABU66Z ADJUSTABLE POST BASE I SIMPSON STRONG TIE FL#10860.2-R5 12-17-23 STRUCTURAL NOTES: 1. BEFORE STARTING CONSTRUCTION, THE CONTRACTOR NEEDS TO VERIFY THE EXIS11NG COND111ON & DIMENSIONS. 2. ALL VERTICAL, HORIZONTACOR DIAGONAL MEMBERS SHALL BE CONNECTED USING STRAP CONNECTORS. 3. ALL CONCRETE WORK SHOULD COMPLY NTH ACI 301, ACI 318, ACI 315 LATEST EDITION 4. THE REINFORCING STEEL SHALL BE GRADE 60, ASTM A-615 5. THE CONCRETE MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI & W/C 0.55 FOR 28 DAYS FOR REINFORCE CONCRETE WALLS 6. CONCRETE MASONRY BLOCKS SHALL COMPLY WITH THE REQUIREMENTS OF ASTM C90. MORTAR FOR MASONRY CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF ASTM C270. FILL ALL MASONRY CELLS WITH CONCRETE. 7. CONSTRUCTION JOINTS SHALL BE SPACED NO GREATER THAN 20' O.C. 8. ALL JOINT REINFORCEMENT, TIES & OTHER ACCESSORIES SHALL BE RESISTANT TO CORROSION. 9. THE CONTRACTOR SHALL USE A HOT -DIPPED ZINC -COATED GALVANIZED STEEL BOLTS FOR PRESSURE TREATED WOOD. 10. GLUE J" THICK RIGID FOAM PANELS DIRECTLY TO THE INSIDE FACE OF THE CMU. USE FLASHING TAPE TO SEAL ALL JOINTS. THEN FASTEN 1"xl" WOOD FURRING STRIPS TO THE CMU AT 16" CENTERS & FASTEN SHEET ROCK 11. THE CONTRACTOR NEEDS TO INSTALL A "365 BENT GRIPSTAY CHANNEL SLOT ANCHOR TIES" (OR EQUAL), GA 16 WITH A "362 GRIPSTAY CHANNEL SLOr (OR EQUAL) ON BOTH SIDES OF THE OPENINGS. THE WALL TIES WILL BE INSTALL ON EACH LINE OF THE CMU BLOCKS. 12. THE BATHROOM SIDE WALL NEEDS BE COVERED WITH HARDIEBACKER 500 CEMENT BOARD WITH INSULATION. ALWAYS LAY THE HARDIEBACKER BOARD IN A STAGGERED PATTERN. FILL ALL JOINTS WITH THIN SET CEMENT, THEN IN BED 2" WIDE HIGH STRENGTH ALKALI RESISTANT GLASS FIBER TAPE. 13. 8"x8" LINTEL BY CAST-CRETE CORP, ADD A #5 REBAR (HORIZONTAL) & #4012- (VERTICAL), FILL WITH CONCRETE & VIBRATE. FILL & VIBRATE ALL CELLS ABOVE LINTEL 'NTH CONCRETE. (EQUAL OR SIMILAR) 14. THE CONTRACTOR SHALL PLACE CONCRETE ON THE BATHROOM & DINING ROOM FLOOR UNTIL THEY REACH THE SAME LEVEL OF THE HOUSE. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER THE FINISHED FLOOR PRODUCT/HARDWARE BEFORE PLACING THE CONCRETE TOPPING IN THE LIVING ROOM AREA. THE CONTRACTOR NEEDS TO USE "SIKALATEX R" AS A BOUNDING AGENT BEFORE PLACING CONCRETE TOPPING. 15. THE CONTRACTOR SHALL DRILL A J"O HOLE (5") AND FILL WITH EPDXY TYPE HILTY. DESIGN CRITERIA CODE APPLIED = FLORIDA BUILDING CODE 7th EDITION (2020) 1. LI VE LOAD ROOF 20 PSF FLOOR 40 PSF 2. DEAD LOAD ROOF 15 PSF 3. WIND LOADS 140 MPH (ULTIMATE) RISK CATEGORY 11 EXPOSURECATEGORY wB" INTERNAL PRESSURE COEFFICIENTS; GC *±0.18, ENCLOSED STRUCTURE *0.55, PARTIALLY ENCLOSED STRUCTURE *0.0 OPEN STRUCTURE BASIC WIND PRESSURE q=50.1 PSF 4. SOIL BEARING (ASSUMED TO BE VERIFIED) Sb=2000 PSF 5. CLASSIFICATION OF WORK ALTERA11ON LEVEL 2 6. TYPE OF CONSTRUCTION: TYPE V-B APPLICABLE CODES FLORIDA BUILDING CODE 7TH EDITION (2020) 2020 FLORIDA BUILDING CODE, PLUMBING 2020 FLORIDA BUILDING CODE, MECHANICAL 2020 FLORIDA BUILDING CODE FOR BUILDING CONSTRUCTION 2020 FLORIDA BUILDING CODE EXISTING BUILDING 2020 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUC11ON 2017 NATIONAL ELECTRICAL CODE 0 oil MR$ Eli i 1Y ii L, # =� 0, �: L A 2810 NORTH 10TH STREET I TAMPA, FL 33605 1 Office: (813) 616-3301 Mobile (970) 703-3284 Leo@Ber�ProjectEngineering.com IFE'VKNONS No. DESCRIPTION DATE Ak I - - - - N 0 LC) Lj n < LLJ LLJ > 3: 0:� 0 0 z n Ld ry z 0 00 _j ry 0 (.0 ry < 0)'__ LLJ ry 0 m In N BUILD IN ACCORDANCE NTH: FLORIDA BUILDING CODE, 7TH EDITION, 2020 (CURRENT EDITION) DESCRIPTION NOTES L EP/V kC E N % No. 65994 STATE OF 10 0 pe $ 44 OXN (4 �Z to 0 R 0 NA L 8888111112111,01 Richard Leon Cannyn, PMP, P.E. P.E. # 65994 SCALE 0. AS -SHOWN N-1 PROJECT No. DRAFTER: BRM DESIGNER: LG 15558 REVIEWER: LV To BE CHECKED BY- LC DATE SHUT No. 8/18/2021 1 4 OF 4