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09-636-006E N E R A L S T R T R A U NOTES y�1��~ w/��v��. All work shall conform tothe 2OO7ediUonmftheF|ohdoBoDdingCode(FBC).mndu||otheropp|kcobk*loom| codes. /�l��l [��|��Y� ��CnU��|J�~ ^� / ^�^� / ��/��^ � CRITERIA: All structural loads shall behn accordance with F.8]C. chapter l6i m. Roof loads: Live Load 20psf for roofs sloped greater than l.5:}2 3Upof for flat roofs Dead Load 25pof b. Wind Loads: In accordance with ASCE 7-05 [building category 2; 146 mph Wind speed; exposure C; importance factor I = 1.00; Kd value = 0.85; mean roof height = 15 ft]. See calculations and roof plan for additional information. �1�M� ��U��|�� ,��F�1�|y��^ ^� /^^��~� ��m°``_,n`,/��/n~» �n'�� w��/'/�^,�,�. All dimensions and conditions shall be verified by the contractor klthe Field prior ho construction. Any discrepancies shall be brought to the immediate attention of the Engineer. Written dimensions take precedence over scale ot all times. Scale is for guideline purposes only. If dimensions are unclear, do not scale. Request clarification from the Architect orEngineer. �l��M� k��[�� T�~ ^�/^^��~` /r'^-"//`~"��~, �m^��/ SAFETY: The contractor shall be responsible for all methods, procedures, and sequences of construction. Construction site safety, including all adequate temporary bracing and shoring, is the sole responsibility of the contractor. ��lM�� C��T|�� |�7��J��C�N��|��hJ^ ��/^��~^ PROTECTION ��/ ^_^^.~,/o'°~^^ �~��/v.�v/��°'/��/n. Existing construction, which is to remain, the property of adjacent tenants and buildings and public property shall not bedamaged. Contractor shall locate and protect concealed pipes and conduits prior to demolition and take appropriate action toprotect them and to provide for safety. Contractor bho match excavated areas for all proposed footings with the bottom elevation oyexisting. Also, contractor bnot to disturb and undermine any exjsihng/odiacentfootings. |f this condition occurs inthe field, contractor isto stop all excavation work and contact the ong|neer-of-nacondimmediately. �1�M� �~��KJ�T�By�T|��J LOADS: c^/�� ~��/�~v/,�^��~//��n� |tis the responsibility of the contractor to employ the necessary professional services to determine the necessary methods and supports regarding forming and construction loads. �l�� CONFLICTS �kJ ��y�Uh��J��^ `»/^�^�^ �~��/�/ �/��o.� ,^" ��^�/°`u_m"".�. |f conflicts occur inor between architectural and engineering documents, between documents and fio|d conditions or otherwise, the contractor shall immediately contact the Engineeer for clarification and direction before proceeding. The contractor shall coordinate all dimensions between architectural and structural drawings prior to proceeding with the wok �1�� /��y�Y�J��Y��hJ^ ^^/^�� m��v"��r^�^/n. The contractor shall coordinate the structural work with the work of all other trades. M1yi�� C��|��[��| l��u��-T|��r��^ ��/��^ '^u_��/o^^_��^�/ �_�^^r�� INSPECTIONS: a. The contractor shall assure that all required inspections, as required by section 109 of the 2DO7F8C.are performed by the Municipal Inspector and the Special Inspector (if required), and that the work baccepted prior to continuing with subsequent work. b. At the time of permitting, an application for Special Inspector will be submitted to the Building Officialfor approval of employment as Special Inspector under the specific requirements of the 20]7FBC. c. If the owner and/or contractor elect tm employ U.3. Structures, Inc. to perform the required Special inspections, please contact this office at (305) 665-4555 prior to commencing the work. At that time, USSI will issue on inspection plan with speoifioconditions that will ba required for this project. d. In order to assure timely and appropriate inspections, the contractor shall notify the Special Inspector of construction schedules and planned operations a minimum of24houn prior hmthe time ofinspection. Actual date and time of site visit will be scheduled by the Special Inspector at that time. e, At the time of inspection, the contractor shall assure that the approved set of permit drawings, including approved revisions, approved shop drawings, and RF|'s are present ot the site. Inspections will not be performed without the proper documentation. M1�l��/��/UW��~ ��/��/��.�' ,��/ ��^^r�.vnn^~"�. a. The contractor shall submit to the architect complete shop drawlings as required by these notes. b. Review and approval of shop drawings is for the design concept only. The contractor shall check and approve the shop drawings for compliance and completeness before submittal. Approval by the engineer or architect is not for the purpose of approving changes or substitutions. The contractor shall be responsible for all dimensions, quantities, job conditions, and coordination wiith all documents and other trades. c. Submit a minimum mf four (5) copies for review. d. Allow a minimum of (7) business days for the review nyshop dnawiings, M��y�y��(CAST-IN-PLACE): � ��^�~�� ~��/"�°^^^-/^_ o.8hzndordc AC|3l8'AC|3Ol and AC|347. b. All concrete shall be proportioned to attain a minimum compressive strength of 3000 psi at 28 days. Slump shall be4"(+l^) and no water shall be added tm the concrete ot the site. Maximum water-cement ratio shall be 0,40. Concrete for areas, which will remain exposed to weather after construction, shall have 3 to 5 percent entrained air. o. The contractor shall contract onindependent testing laboratory h» perform the concrete cylinder tests oo required by section \923.2of the F.B.C' d. Contractor shall provide all forming and temporary shoring. Form chairs shall bo used throughout. Use of debris or bricks is not acceptable. Plywood used for from work shall not be used for finish roof orfloor sheathing. e. Reinforcement: ASTMA6l5'grade 6U'f\STWAl8S for welded wire fabric. Splice all column bars tmdowels minimum 3O bar diameters /u.o.n>, Splice #5 bars in grouted cells a minimum of36inches. f. Concrete cover over reinforcement: l) 3-inuhes where cast against earth. 2) 2-inches for columns and beams and 1-1 /2 inches for slabs where cast in forms or on polyethylene sheet and permanently exposed tV weather orearth. 3) l-l/2 inches at all other locations (u.o.n.). g. All concrete shall be finished as appropriate for the finishes indicated in the architectural drawings. h. All concrete shall be cured for minimum of seven days. The curing shall entail maintenance cf the moisture in the concrete. Generally this shall be accomplished by treating exposed concrete surfaces with a chemical curing compound immediately after finishing and immediately after removal of forms. Forms shall be kept moist by frequent water spraying prior toremoval. Verify compatibility of curing compound with proposed finishes. /�� J��^ ��~^~^^�^� FASTENERS: a. Fasteners shall beof the type and size indicated on this drawing. b. All fasteners, including expansion anchors, sleeve anchors, straps, nails, screws, etc. shall be galvanized. ��»�l ��M STRUCTURAL LUMBER: `�^�/�� ~,'.^��'`�^^xv� o. All structural lumber shall be southern pine, minimum grade no. 2orbetter. b. Minimum allowable bending stress (Oo): l)2x4:l5OOpsi 2)2x6:1250 psi 3) 2x8: 120 pd 4)2x10:1050 psi 5) 2x 12: 975 psi c. All lumber in contact with concrete or masonry shall be isolated using roofong felt paper. Do not use pressure treated wood unless otherwise noted. M�1lM�|�� l��~ ��^»/ /�� PLYWOOD vv�� ,^��/ ~v/w�^-^//m.�^_,. a. Plywood roof sheathing shall bel9/32",exbahorgrade, sheathing, with 32yl8APA span rating. b. Continuous wood blocking shall bm provided along ridge. Blocking shall consist of solid 2x4 members at panel joints with (2)]6d toe nails ot each end. Nail sheathing ho blocking os required knnote d. below. c. Lay panels, continuous over two or more spans and with face grain perpendicular to primary fromhng members, End joints shall occur at center of p6mary framing member w1ith both panels fastened to it. End joints shall bestaggered. d. Fasten plywood roof sheathing panels to all supporting members using 10d nails. Nail spacing shall be as ALL ROOF AREAS: 4^o.o.ot panel perimeter and 6^o.c.ct intermediate supports. 06176 PREFABRICATED WOOD TRUSSES AND GIRDERS: a. Prefab6cated wood trusses and girders shall be designed in accordance with ASCE 7-05 [building category 2; 146 mph wind speed; exposure C for components and cladding, and importance factor I = 1.00, Kd=0.85, Gcpi = ±0. 18, h= 15 ft]. See calculations and roof plan(s) for additional information. b. Prefabricated wood trusses and girders shall be designed, fabricated and erected in accordance with the TP|-95 and the F.8.C. for the loads indicated above. c. Prefabricated wood trusses and girders shall be designed with a maximum steel plate increase = 1.00 and a maximum lumber stress increase =l.33. d.Prefobhcotedfmoesondg|rdersshoUbmdosignedbyaF|mhdmregisharedspeoio|tyengineecComp|eha calculations and shop drawings shall be signed and sealed by the specialty engineer and submitted to the engineer-of-namooJ for review. Review by the engineer-of-record will be for compliance with design concept only. Specialty engineer shall comply with chapter 47lF.S. e. Truss manufacturer is responsible for the design and fabrication of trusses, girders and their connections to each other. Design of bracing for individual truss or girder members to resist lateral buckling under gravity or wind loads is the responsibility oy the truss manufacturer. f. Truss and girder layout as indicated on the roof framing plan (s) shall not be altered without prior written authorization from the engineepof-reoond. g. Submit a minimum of (5) (3 signed and sealed) copies for review and record. Please allow a minimum of seven (7) days for review. h. Truss manufacturer shall not fobdcate trusses or girders without final approval from the engineepof-rmoordand the registered oohitocL i. In addition to design loads noted in section 01001, truss manufacturer shall design all trusses for 200# load at bottom chord panel point per F8C section lGl5.2l' PRIOR TO COMMENCEMENT OF CONSTRUCTION. PL5/8x10 x0'-lU^ WITH (4)3/4" DIAMETER xWILONG HOOKED ANCHOR BOLTS DRILL 4!'INTO EXIST. SLAB - AND SET #4 x 2--G'DOWELS IN EPDXY ADHESIVE SAYVCUT EXIST. CONC. SLAB 36^x36xl2"PAOFOOTING WITH TOP AND BOTTOM REIN. COMPACTED SOIL (TYP 1� » ' 7/4 - 1 _n" 3AYVCUT EXTERIOR FACE TS4x4x1/4 OF CMU AS REQUIRED FE U U R4E DRILL 6" AND DET U U #6x34TDCJVYELS TE-8 (1 #5 x CONT.) IN EPDXY ADHESIVE DRILL 6" INTO SIDE OF EXIST. I" NON-SHRINK BEARING FOOTING AND SET ALL r GROUT (AS REQUIRED) INTERSECTING BARS IN ff 0 EPDXY ADHESIVE, TOP AND BOTT. 0 IF OW171--l—I'm — — - #I lim WITH #5 AT 8" EACHWAY BOTTOM TOP AND BOTT. MATS FM I i—i 111 L3'CLR. COMPACTED SOIL (TYP.) | � � � � i / � \ || '| y � SECTION 3/4"=]-O'' 4'-2" "N _ 1 D71 |' 4444 SW 71 st AVENUE, SUITE 103 MIAMI, FLORIDA 33155 305.665.4555 FAX 305.665.5522 CA 8439 UJ V) U Z Z > C) V) < CZ LLJ -40 0 V) < < ('711 < 0 1— FIL DRAWN As Indicated SHEET Soo] Contractor shall verify all existing conditions in the field. All discrepancies shall be reported to a/e before proceeding with the work. Fi-E-1 Existing CMU wall to remain. F2 E-1 Existing concrete foundation. F3`E] Existing concrete tie beam. Existing concrete slab on ground. F5-E-1 Existing plywood roof sheathing. Existing prefab roof trusses. PRIOR TO COMMENCEMENT OF CONSTRUCTION. PL5/8x10 x0'-lU^ WITH (4)3/4" DIAMETER xWILONG HOOKED ANCHOR BOLTS DRILL 4!'INTO EXIST. SLAB - AND SET #4 x 2--G'DOWELS IN EPDXY ADHESIVE SAYVCUT EXIST. CONC. SLAB 36^x36xl2"PAOFOOTING WITH TOP AND BOTTOM REIN. COMPACTED SOIL (TYP 1� » ' 7/4 - 1 _n" 3AYVCUT EXTERIOR FACE TS4x4x1/4 OF CMU AS REQUIRED FE U U R4E DRILL 6" AND DET U U #6x34TDCJVYELS TE-8 (1 #5 x CONT.) IN EPDXY ADHESIVE DRILL 6" INTO SIDE OF EXIST. I" NON-SHRINK BEARING FOOTING AND SET ALL r GROUT (AS REQUIRED) INTERSECTING BARS IN ff 0 EPDXY ADHESIVE, TOP AND BOTT. 0 IF OW171--l—I'm — — - #I lim WITH #5 AT 8" EACHWAY BOTTOM TOP AND BOTT. MATS FM I i—i 111 L3'CLR. COMPACTED SOIL (TYP.) | � � � � i / � \ || '| y � SECTION 3/4"=]-O'' 4'-2" "N _ 1 D71 |' 4444 SW 71 st AVENUE, SUITE 103 MIAMI, FLORIDA 33155 305.665.4555 FAX 305.665.5522 CA 8439 UJ V) U Z Z > C) V) < CZ LLJ -40 0 V) < < ('711 < 0 1— FIL DRAWN As Indicated SHEET Soo] NOTED THUSLY ON DRAWINGS [X�S Drill 6" into side of existing concrete beam and set 2#6 x 36'bars in epoxy adhesive (8" o.c. vertically). F2S Fasten starter column to exiisting CMU with 1 "wide x 16 gage corrugated galvanized steel masonry anchors at 16" o.c., embedded in masonry joint and fastened to existing with (1) 71" diameter x 1.75'embed. F3-S-J Prefab6cated piggy-back wood trusses at 24'o.c. (see "General Structural Notes" no. 06176 and seciton 3/S.02 for additional information). F4-fl Fasten truss to existing tie beam with (1) USP RT18 strap (N.O.A. no. 00-1912.05) with (14) 16d nails into truss and (3) 1/4'dia. x 1.75'embed. Tapcons into beam (Wspacing). (UPLIFT 1020#) FS-1 Plywood roof sheathing (see "General Structural Notes"no. 06110 for additional information). F6-s-1 Prefab(icated wood trusses at 24!'o.c. (see "General Structural Notes" no. 06176 for additional information). F7-s -i Fasten truss to existing tie beam with (2) USP RTI 8 strap (N.O.A. no. Tapcons into beam (W spacing). (UPLIFT 2040#) F8S Prefabricated wood girder truss (see "General Structural Notes" no. 06176 for additional information). Fq-S� Fasten typical prefab girder/truss to tie beam Vith Nuvue NVHTA-20H truss anchor (N.O.A. no. 04-0510.03) with (18) 1 Od nails into truss thru strap and (6) 10d nails thru seat into side of member. (Uplift=-3117#) rl-O-S� 2x4 cont. lateral wood bracing perpendicular to prefab truss/girder at bottom panel points, max. 8' to 10'o.c. Fasten to top of bottom chord with (2)16d nails. OR I x3 furring strips at 16" o.c. With (2) 8d nails into each intersection truss/girder. CONTRACTOR SHALL VERIFY AND COORDINATE ALL DIMENSIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. PL5/8x10 x0'-lU^ WITH (4)3/4" DIAMETER xWILONG HOOKED ANCHOR BOLTS DRILL 4!'INTO EXIST. SLAB - AND SET #4 x 2--G'DOWELS IN EPDXY ADHESIVE SAYVCUT EXIST. CONC. SLAB 36^x36xl2"PAOFOOTING WITH TOP AND BOTTOM REIN. COMPACTED SOIL (TYP 1� » ' 7/4 - 1 _n" 3AYVCUT EXTERIOR FACE TS4x4x1/4 OF CMU AS REQUIRED FE U U R4E DRILL 6" AND DET U U #6x34TDCJVYELS TE-8 (1 #5 x CONT.) IN EPDXY ADHESIVE DRILL 6" INTO SIDE OF EXIST. I" NON-SHRINK BEARING FOOTING AND SET ALL r GROUT (AS REQUIRED) INTERSECTING BARS IN ff 0 EPDXY ADHESIVE, TOP AND BOTT. 0 IF OW171--l—I'm — — - #I lim WITH #5 AT 8" EACHWAY BOTTOM TOP AND BOTT. MATS FM I i—i 111 L3'CLR. COMPACTED SOIL (TYP.) | � � � � i / � \ || '| y � SECTION 3/4"=]-O'' 4'-2" "N _ 1 D71 |' 4444 SW 71 st AVENUE, SUITE 103 MIAMI, FLORIDA 33155 305.665.4555 FAX 305.665.5522 CA 8439 UJ V) U Z Z > C) V) < CZ LLJ -40 0 V) < < ('711 < 0 1— FIL DRAWN As Indicated SHEET Soo]